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Home My WebLink About20110195 Ver 1_Site Plan_20110308Strickland, Bev From: Diebolt, Linda [ldiebolt@hazenandsawyer.com] Sent: Tuesday, March 08, 2011 2:21 PM To: Strickland, Bev Subject: RE: DWQ# 11-0195 GUC: Westside Regional Bev, I apologize for my brain not working properly the day that I sent out the PCN application for the above referenced project. I do not know why I sent the entire package, including the full-sized drawings to the Washington field office. I know better than that, but the brain was evidently on vacation that day. I try to prove that I am human on a daily basis, and I definitely proved it that day. Please accept my apologies for the goof. PDFs of the full-sized version of the signed plans have been placed on our FTP site. The link is provided below, ftp://ftp.hazenandsawyer.com/DWQ 11-0195%20GUC/ The User Name is Raleigh The Password is wo31 Please let me know if you have any questions, have problems downloading the file, etc. Again, I apologize for shipping the package to the wrong place. It was a stupid mistake that I should not have made, but I did. Have a great day, Linda Linda Died olt Principal Scientist HAZEN AND SAWYER, P.C. 4011 WestChase Bled. Suite 500 Ralei'*li. NC 27607 (919) 811-7152 From: Strickland, Bev jmailto:bev.strickland(&ncdenr.gov1 Sent: Monday, March 07, 2011 12:46 PM To: Diebolt, Linda Subject: DWQ# 11-0195 GUC: Westside Regional Ms. Linda, Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and white 300dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF format, they can be stored in PDF. Thanks Bev Beverly Strickland Division of Water Quality - Program Development N.C. Department of Environment and Natural Resources Mailing Address - 1650 Mail Service Center, Raleigh, NC 27699-1650 Physical Address - 9th Floor Archdale, 312 North Salisbury St., Raleigh, NC 27604 (919) 807-6350 bev.strickland@ncdenr.sov The information contained in this e:anail and attachments is intended oniv for the use of the individual(s) or entity named above. If the ?ea(ier of flu," McssWe is not the intended recipient, you art, hereby notified that an?? radiance on, a.ase, disclosr ae, distribution, or copying; A dais mail is prohiblited. if t ou have received this email in error, please, immediately notify sunder by return email and destroy the original Message. This mail mal,r may rn:rt have been scanned for c iruses. 'notice: E-mail correspondence to and from thie address may be subject to the :North Carolina Public Records Law and map be disclosed to third partieti. ~~~~~11~i~~ 1 i ¦ 1 FORCE MAIN , ~ ~ r ` 1 1 ~ ~ 2 z... _ 3j 3 ~ ,ti t _ ~ - 4 ~ f ~ ~ ~ ~ , ~ WESTSIDE FORCE r ) ~ r' ~ , MAIN , ~ ~ - ~ ~J f ~y ~u .f WESTSIDE REGIONAL ~„r~~re~si~~f~ ~ ~ a ~ , "''k hk 5:~~`!.F r 7 .fir c,x V r ~ t ~ f , PUMP STATION .t . ~ y ~ _ ~ _ ~ r r y1,,~ . rf r } f ~JeA ~ - 3. 1 ~ t E ~ s ~ i'• >i ~ a' ~ A I r ~ ~ ~ a , ~ t ~a ~ 7r ~ ~ t r 1r'~ it t ,t ~ s c. .s~ _ .a~ ~ y.; ~ 1~ S ~`,3 f~ " r ~ i ~ ~ f, ?.-#~'1 '+-,D":i3l ;~l.. ~7 ~ F, °w+~!MVW4b+o-.^.ww 1 ~hiti r'i I' 3 , . ~ 1 f 'r . 1-# " :14:4`.r~ ~x1A"r'."R+as. , ~J 1 {,,,:~,t~ °r 4 - ~ f l } C 4 _ p;191-iY~ k 1 1 ~.'l4Alrii i 'a+.;q mss:;..`,} r~ ~,Tf~°~~rF~., .iV~. 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ISSUED FOR DATE BY APPROVED 14.E t i 20110121 1:51P 0:\31101-RAL\31101-001\DRAWINGS\GEN\X001 FM.DWG By:THLTRIGK Last Saved By. thetrick XREFs- ..\m1sc\31101-001 FM T6,..\basas\EXISTING,O:\31101-RAL\31101-001\DRAWINGS\bases\EXISTING PROPERTY WESTSIDE FORCE MAIN INDEX OF DRAWINGS DRAWING DESCRIPTION NUMBER WESTSIDE INTERCEPTOR AND FORCE MAIN GENERAL 1 COVER COVER 2 X1 INDEX OF DRAWINGS 3 X2 ABBREVIATIONS, LEGEND AND GENERAL NOTES 4 X3 PROPERTY OWNERS CIVIL MISCELLANEOUS STANDARD DETAILS 44 PLAN D1 MISCELLANEOUS STANDARD DETAILS GRAVITY SEWER 5 C1 NTS 46 PLAN AND PROFILE 6 C2 48 PLAN AND PROFILE 7 C3 50 PLAN AND PROFILE 8 C4 PLAN AND PROFILE 9 C5 PLAN AND PROFILE 10 C6 PLAN AND PROFILE DETAILS 11 C7 PLAN AND PROFILE DETAILS 12 C8 PALADIN PLACE PUMPSTATION DEMOLITION PLAN 13 C9 WESTSIDE PUMPSTA11ON DEMOLITION PLAN FORCE MAIN 14 FM 1 PLAN AND PROFILE 15 FM 2 PLAN AND PROFILE 16 FM 3 PLAN AND PROFILE 17 FM 4 PLAN AND PROFILE 18 FM 5 PLAN AND PROFILE 19 FM 6 PLAN AND PROFILE 20 FM 7 PLAN AND PROFILE 21 FM 8 PLAN AND PROFILE 22 FM 9 PLAN AND PROFILE 23 FM 10 PLAN AND PROFILE 24 FM 11 PLAN AND PROFILE 25 FM 12 PLAN AND PROFILE 26 FM 13 PLAN AND PROFILE 27 FM 14 PLAN AND PROFILE 28 FM 15 PLAN AND PROFILE 29 FM 16 PLAN AND PROFILE 30 FM 17 PLAN AND PROFILE 31 FM 18 PLAN AND PROFILE 32 FM 19 PLAN AND PROFILE 33 FM 20 PLAN AND PROFILE 34 FM 21 PLAN AND PROFILE 35 FM 22 PLAN AND PROFILE 36 FM 23 PLAN AND PROFILE 37 FM 24 PLAN AND PROFILE 38 FM 25 PLAN AND PROFILE 39 FM 26 PLAN AND PROFILE 40 FM 27 PLAN AND PROFILE 41 FM 28 PLAN AND PROFILE 42 FM 29 PLAN AND PROFILE 43 FM 30 HDD PROFILE MISCELLANEOUS STANDARD DETAILS 44 PLAN D1 MISCELLANEOUS STANDARD DETAILS 45 D2 MISCELLANEOUS STANDARD DETAILS NTS 46 D3 MISCELLANEOUS STANDARD DETAILS 47 D4 MISCELLANEOUS STANDARD DETAILS 48 D5 MISCELLANEOUS STANDARD DETAILS 49 D6 MISCELLANEOUS STANDARD DETAILS 50 D7 MISCELLANEOUS STANDARD DETAILS 51 D8 GREENVILLE UTILITIES STANDARD DETAILS /I CAR��i �SSI�,L ZEN AND SAWYER 756 ' Environmental Engineers & Scientists 4011 WestChase Blvd, Raleigh, North Carolina 27607 �OMAS GREENVILLE UTILITIES COMMISSION CITY OF GREENVILLE, NORTH CAROLINA WESTSIDE INTERCEPTOR AND FORCE MAIN FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION INDEX OF DRAWINGS LOCATION MAP THE SCALE BAR IDATE JANUARY 2011 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 31101-001 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. 1 X1 SHEET 2 OF XX I EROSION CONTROL. GENERAL CON T . ENERAL. G CONSTRUCTION SEQUENCE (CON~T): WETLAND REQUIREMENTS: 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE 1. CONTRACTOR TO POST EROSION CONTROL PERMIT ON JOB SITE AS REQUIRED. • 6. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD 1, ND NET FILL ADDED OR REMOVED FROM THE WETLANDS AREAS. WORK UNDER THIS PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL, STATE AND 18. REMOVAL AND REPLACEMENT OR REPAIR OF EXISTING UTILITY SERVICES SHALL BE CDNSIRUCTIDN TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICW PIPE CAN BE LOCAL HEALTH AND SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES COORDINATED WITH APPROPRIATE UTILITY COMPANY. COST SHALL BE INCLUDED IN 2, ALL EROSION CONTROL MEASURES SHALL BE IN PLACE BEFORE ANY LAND CLEARING _EARING INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL 2. SEDIMENT (SILT) FENCE TO BORDER LIMITS OF DISTURBANCE, AS SHOWN, INSTALL [NCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE UNIT PRIDE FOR PIPE. OR DISTURBANCE ACTIVITIES MAY BEGIN. PLACED ON THE UPHILL 51DE OF THE TRENCH, A BASE LAYER OF SCREENING FINES DOUBLE ROW OF SILT FENCE WHERE INDICATED. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). MNTROL SHALL BE USED UNDER ALL DEPOSITS OF SPOIL MATERIALS ALONG CITY ROADWAY, 3. TOP 12" OF EXCAVATED SOILS IN WETLANDS AREAS TO BE STOCKPILED AND 19. IT WILL BE THE SOLE RESPONSIBLE OF THE CONTRACTOR TO COORDINATE WITH 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EROSION CONTROL CREEKS, PIPING SHALL BE CAPPED AT END DF EACH DAYS WORK TO PREVENT SEDIMENT REPLAOED IN WETLANDS AREAS A5 TOP501L. 2. CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE: POWER AND TELEPHONE COMPANIES FOR RELOCATING OR STABILIZING ANY EXISTING MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, POLES WHICN WILL BE DISTURBED BY CONSTRUCTION. THIS WORK SHALL BE DONE RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION. FROM ENTERING, TRENCH SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND 2.A. COMPLIANCE WITH OSHA REGULATIONS. AT NO COST TO OWNER. DISTURBED AREA SEEDED WITH TEMPORARY SEEDING MEASURES IF APPROPRIATE. 4, CON1T~ACTOR WILL BE REQUIRED TO SEED WETLANDS AREAS WITHIN 14 DAYS OF 4, ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND WITHIN 24 24 COMPLETING DISTURBANCE WITH 75#/AC BROWN TOP MILLET AND 75#/AC ANNUAL 2.B. PROTECTION OF EXISTING PAVEMENT AND ROAD SHOULDERS, 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF HOURS OF ANY RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF RAIN. .IN. 7. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED THROUGWOUT THE DURATION RYEGRASS• ADD 2000#/AC STRAW MULCH - ND FERTILIZER. ALL EXISTING PAVEMENTS, DRIVEWAYS, GRAVEL ROADWAYS, PIPE CULVERTS, CULVERT REPAIR AND/OR REPLACE AS NECESSARY, SEE STANDARD DETAILS ON CONTRACT RACT OF CONSTRUCTION ACT1VIllES ON ANY AREAS THAT SHALL REMAIN UNDISTURBED FOR 2.G. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS-OF-WAY DR EASEMENTS HEADWALLS, FENCES, BILLBOARDS, MAIL BOXES, AND MISCELLANEOUS ITEMS WHERE SHEETS D4-D5 FOR SPECIFIC MAINTENANCE REQUIREMENTS FOR EACH ERO510N AND DN AND MORE THAN TEN (10) WORKING DAYS DR 21 CALENDAR DAYS, WHICHEVER 1S LESS, 5. DRAINAGE DITCHES INDICATED AS WETLANDS SHALL BE RECONSTRUCTED TO THEIR AS INDICATED REQUIRED TO COMPLETE THE CONSTRUCTION. SEDIMENT CONTROL MEASURE UTILIZED ON THIS PROJECT, ORIGINAL CONTOURS, SEEDED IN ACCORDANCE WITH N0. 4, ABOVE, AND STABILIZED 3. LIMITS OF CONSTRUCTION SHALL BE CONFINED TO EXISTING NORTH CAROLINA 21. CONTRACTOR SHALL TAKE APPROPRIATE ACTION TD ENSURE THAT ACCESS TO 5. ER051ON CONTROL MEASURES SHALL Bf CLEANED OF ACCUMULATED SEDIMENT WHEN 8, STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION WITH SURFACE EROSION CONTROL MATTING, STAPLED TD THE SURFACE, SOIL IT WHEN CONTROL MEASURES AT ALL TIMES, EROSION CONTROL MEASURES WILL BE INSTALLED TO PREVENT SCOURING OF THE DEPARTMENT OF TRANSPORTATION (NCDOT) RIGHTS-OF-WAY AND/OR EXISTING RESIDENCES AND PROPERTY IS NIOT IMPAIRED. CONTRACTOR SHALL VOLUME OF MEASURE IS HALF FULL REMOVED SEDIMENT SHALL BE DISPOSED OF IN :D OF IN DITCH DURING CONSTRUCTION. EASEMENTS LIMITS OF CONSTRUCTION LOC INDICATED. PROPOSED EASEMENTS AND PROVIDE TEMPORARY DRIVEWAY ACCESS FOR ALL PROPERTY OWNERS ADJACENT TD SUCH A MANNER AS TO PREVENT FURTHER SEDIMENT TRANSPORT. IF NO SUITABLE / ( ) JITABLE g, ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE FINAL RIGHTS-QF-WAY DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE NOT TO BE CONSTRUCTION AREAS DURING PERIODS WHEN CONSTRUCTION IN THE AREA IS IN ON-SITE LOCATIONS ARE AVAILABLE, ALL REMOVED SEDIMENT WILL BE LEGALLY .LY GRADING MAY BEGIN. ~ 6. ANY DEWATERING WILL BE DISCHARGED EITHER INTO A SEDIMENTATION DEVICE OR A CONSTRUED TD BE THE ACTUAL TAKING, INDIVIDUAL EASEMENT MAPS WERE PROGRESS. DISP05ED OF DFF-SITE AT NO ADDITIONAL COST TD THE OWNER. SEDIMENT FILTER BAG PRIOR TO DISCHARGE BACK INTO THE WETLANDS AREA. PREPARED FOR THIS PURPOSE. ANY CHANGES TO THE LOC BY THE CONTRACTOR OF 10. UPON COMPLETION DF FINAL GRADING, PERMANENT SEEDING, DR WHERE INDICATED 7, 5EE TECHNICAL SPECIFICATION FOR ADDITIONAL WETLANDS REQUIREMENTS. WILL REQUIRE PRIOR APPROVAL FROM THE ENGINEER. 22. TESTING, CLEANING AND DISINFECTION: 6. SEEDING AND HYDROSEEDING (WITH FLEXIBLE GROWTH MEDIUM, IF SPECIFIED), OF DISTURBED AREAS SHALL BE PERFORMED EVERY 1,DOO FEET OF PIPE INSTALLED OR _ED DR ON DRAWINGS, FLEXIBLE GROWTH MEDIUM, SHALL BE APPLIED DN ALL DISTURBED 4. ACCESS TD THE PIPELINE RIGHT-OF-WAY SHALL BE ALONG EXISTING ROADS OR 22.A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING PROVISIONS FOR THE TEN 1O WORKING DAYS WHICHEVER 15 LESS. TEMPORARY EROSION CONTROL _ AREAS, VEGETATIVE GROUND COVER SHALL BE APPLIED ON ALL DISTURBED AREAS 8, THE CONTRACTOR SHALL CHECK WEATHER FORECAST AND CONFIRM NO ALONG PERMANENT AND CONSTRUCTION EASEMENTS ONLY. IF ADDITIONAL AREAS TEST SECTIONS AND/OR OTHER FACILITIES REQUIRED FOR TESTING THE PIPELINE. MATTING AND PERMANENT TURF REINFORCEMENT MATTING SHALL BE SEEDED WITHIN TEN (1D) WORKING DAYS OR 21 CALENDAR DAYS, WHICHEVER 15 LESS• ALL PRECIPITATION FOR A MINIMUM OF THREE (3) DAYS PRIOR TO OR AFTER WETLANDS ARE NEEDED FOR THE STORAGE OF EQUIPMENT OR SUPPLIES, THE CONTRACTOR SUCH FACILIIES WILL NOT BE PAID FDR SEPARATELY BUT SHALL BE INCIDENTAL IMMEDIATELY. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE ENTIRE SITE HAS DR WaS CROS5INGS. SHALL MAKE ARRANGEMENTS FOR OBTAINING SUCH AREAS AND SHALL NOTIFY THE TO THE UNIT PRICE BID FOR THE PIPE. BEEN PERMANENTLY STABILIZED. OWNER OF ALL SUCH ARRANGEMENTS. ANY AGREEMENT BETWEEN CONTRACTOR AND 7. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS NECESSARY FDR 9, THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS ADJACENT TO WETLANDS PROPERTY OWNERS SHALL BE MADE IN WRITING AND COPIED TO GREENVILLf UTILITIES Z2.B. LIMITED WATER WILL BE AVAILABLE FOR TESTING OF NEW LINES. CONTRACTOR INSTALLATION OF PIPE SHALL BE STOCKPILED DN SITE DR REMOVED FROM SITE BY TE BY 11. UPON COMPLETION DF CONSTRUCTION, ALL AREAS WHERE FGM HAS BEEN APPLIED AND WoS IMMEDIATELY FOLLOWING INSTALLATION. COMMISSION GUC . MAY OBTAIN WATER FOR FILLING AND TESTING OF LINE FROM GUC. CONTRACTOR. ALL ONSITE SOIL STOCKPILE AREAS SHALL BE WITHIN THE ( ) CONSTRUCTION EASEMENT AS SHOWN ON THE DRAWINGS AND SEEDED WITH OR SPEOIFIED ON THE CONTRACT DRAWINGS SHALL BE INSPECTED AND, FGM SHALL 5, PIPE AND MATERIALS NEEDED FOR CONSTRUCTION WILL BE DELIVERED TO THE SITE 22.G. SEE SPECIFICATION SECTION 4 FOR ADDITIONAL INFORMATION. TEMPORARY AND OR PERMANENT SEEDING MEASURES FOR THE DURATION DF / BE APPLIED TO ANY REMAINING AREAS THAT WERE SUBJECTED TO VEHICULAR DAILY, AS NEEDED. MATERIALS SHALL NOT BE STORED DR STRUNG ALONG CONSTRUCTION ACTIVITIES. ALL CONTRACTOR STAGING AND LAYDOWN AREAS, SOIL OR SOIL DR TRAFFIC OR THAT HAVE BEEN FOUND TO BE DAMAGED. ROADWAY WITHOUT PRIOR APPROVAL 23. PIPE JOINT DEFLEC110NS SHALL BE NO GREATER THAN 80~ OF THE WASTE STOCKPILE AREAS SHALL HAVE PERIMETER SILT FENCE, ANY SOILS TAKEN sKEN 12. ONCE PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE STATE MANUFAGTURER~S RECOMMENDED MAXIMUM DEFLECTION UNLESS OTHERWISE NOTED OFF SITE BECOMES THE CONTRACTORS RESPON5IBILITY AND SHALL COMPLY WITH ALL KITH ALL LAND QUALITY SECTION ((252) 946-6481) HAS BEEN GRANTED, TEMPORARY fi, CONTRACTOR SHALL PLACE MINIMUM 1/4 SCREENINGS AND/OR SAND ON ALL PAVED ON THE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER WHEN JOINTS OR FITTINGS REQUIRED STATE AND LOCAL REGULATIONS AND PERMITS, SEDIMENT CONTROL MEASURES MAY BE REMOVED. ANY AREAS DISTURBED BY THE STREAM UTILITY CROSSING PROCEDURE NOTES: ROADS PRIOR TO PLACEMENT OF EXCAVATED MATERIAL AND OR BACKFILL ON CITY NOT SHOWN ARE REQUIRED. / 'E IS REMOVAL OF THESE MEASURES SHALL BE RETURNED AS CLOSELY AS POSSIBLE TO 1, WHEN SITE CONDITIONS ALLOW, THE FDLLDWING SHALL BE USED TO DIVERT STREAM PAVEMENT. TH15 WILL NDT BEE ALLOWED ON ANY NODOT ROADS. 8. ALL ER0510N CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ENURE SITE IS 24. LANE CL05URES ARE PERMITTED ONLY BETWEEN THE HOURS OF 9: DO AM AND 4:00 COMPLETELY STABILIZED WITH VEGETATION AS PER SEEDING SPECIFICATIONS AND AND ORIGINAL CONDITION AND SEEDED, MULCHED, FERTILIZED, OR ADDITIONALLY FLOW OR KEEP THE FLOW AWAY FRDM CONSTRUCTION ACTIVITY. OE LL STATE MAINTAINED PAVEMENT DAMAGED BY PM. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH NCDOT SCHEDULE. ALL TEMPORARY EROSION CONTROL DEVICES ARE TO BE REMOVED AFTER 7. CONTRACTOR TO REPAIR/REPAA A ANE OPPOSITE CONSTRUCTION SHALL REMAIN :D AFTER HYDROSEEDED WITH FLEXIBLE GROWTH MEDIUM, P YMENT SPECIFICATIONS AND REQUIREMENTS. L PERMANENT STABILIZATION HAS BEEN ACHIEVED. CONSTRUCTION ACTIVITIES TO SATISFAC110N OF NGDOT. ND SEPARATE A OPEN TO TRAFFIC AT ALL 11MES, EXCAVATED MATERIALS WILL NOT BE ALLOWED TO SHALL BE MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED ON PLANS. GROSS CENTERLINE OF ROAD. NCDDT MUST BE NOTIFIED PRIOR TD ANY LANE 13. ONLY TWE AMOUNT OF PIPE ABLE TO BE INSTALLED iN ONE DAYS TIME MAY BE 1.A, ROUTE THE STREAM FLOW AROUND THE TEMPORARY ~~CREEK CROSSING° AREA 9, RESTORE ALL DISTURBED AREAS INCLUDING DITCHES/SWALES TO ORIGINAL CONTOUR }NTOUR BY PUMPING WATER FROM UPSTREAM TD DOWNSTREAM AS SHOWN IN DETAIL STRUNG ALONG NCDOT ROADWAYS. 1fD-4. TEMPORARY CHANNELS SHALL BE STABILIZED BY ROCK OR A GTD S ALL INSTALL TRACER WIRE ON ALL BURIED PIPING, CLOSURES, PER ENCROACHMENT AGREEMENT. AND SLOPE, EXCEPT WHERE NOTED ON THE CONTRACT DRAWINGS. 8. CONTRA R H GEOTEXTILE FABRIC COMPLETELY LINING THE CHANNEL BOTTOM AND SIDE S PANS WERE COMPILED BASED ON 25. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY 10. WHERE °5TD IS REFERENCED DN THE PLANS CONTRACTOR SHALL REFER TO 'ER TO SLOPES. 9, LOCATION OF EXISTING UTILITIES SHOWN ON THEE L PROTECTED BY BARRICADES LIGHTS OR OTWER PROTECTIVE DEVICES. ' THE BEST INFQRMATION AVAILABLE, THESE LOCATIONS ARE NOT INTENDED TD BE THE °STATE OF NORTH CAROLINA -EROSION AND SEDIMENT CONTROL PLANNING dING 1.B. FOR CR0551NG STREAMS SEE STREAM CROSSING DETAIL 1/D-4. EXACT OR COMPLETE, THE CONTRACTOR SHALL DDDRDINATE WITH ALL UTILITY 26. REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE AND DESIGN MANUAL° COMPANIES AND FIELD VERIFY THE LOCAl10N AND DEPTH OF ALL UTILITIES PRIOR TO PERFORMED IN COMPLIANCE WITH THE SPECIFICA110NS AND TO THE SATISFACTION OF WETLAND CONSTRUCTION AREA NOTES: CDNSIRUCTION, LOCATE WELL AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR O N R ENGINEER AND OR NCDOT. 11. PLACE SILT FENCE DN EACH SIDE OF CREEK CROSSINGS IMMEDIATELY AFTER PIPE THE WE/ / PIPE IN TWE AREAS DESIGNATED A5 WETLANDS, AS SHOWN ON THE CONTRACT DRAWINGS, THE 2. CR05SING WIDTH -THE WIDTH OF CLEARING SHALL BE MINIMIZED THROUGH THE ADJUSTMENT TD PIPE ALIGNMENT AND ELEVATION AS REQUIRED, NO SEPARATE INSTALLATION AS SHOWN ON PLANS. CONTRACTOR SHALL ABIDE BY THE CONDITIONS OF THE CORPS DF ENGINEERS RIPARIAN AREA. THE LIMITS OF DISTURBANCE SHALL BE AS NARROW AS POSSIBLE PAYMENT WILL BE MADE FOR FIELD VERIFICATION OR ADJUSTMENT DF DEPTH AS S C NATIONWIDE PERMIT N0. 12 INCLUDING BUT NOT LIMITED TD THE FOLLOWING; INCLUDING NOT ONLY CONSTRUCTION OPERATIONS WITHIN THE CHANNEL ITSELF BUT ALSO CLEARING DONE THROUGH THE VEGETATION GROWING ON THE STREAM BANKS REQUIRED. ADJUSTMENTS TO LAYOUT SHOWN SHALL BE SUBJECT TD ENGINEER 27. ALL BRUSH, UMBER, AND OTHER DEBRIS THATI LEA,RED FROM THE RIGHTS-OF-WAY SHALL BE REMOVED FROM THE PREMISES AND SHALL NDT BE 12. TOTAL ACREAGE DISTURBED: APPROXIMATELY 28 ACRES. APPROVAL. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE, ANY DAMAGE 1. PERIMETER SEDIMENT AND EROSION CONTROL MEASURES SUCH AS SILT FENCING AND APPROACHES TO THE STREAM. THE LIMITS OF DISTURBANCE AT THE STREAM CAUSED BY CONSTRUCTION RELATED AC11ViTIES TO EXISTING UTILITY SERVICE LINES. PLACED ON ADJOINING LANDS, EXCEPT WHERE ARRANGEMENTS FOR SUCH SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE. CR0551NG WILL NDT EXCEED 40 FEET IN WIDTH. PLACEMENT DR DISP05AL ARE MADE WITH THE APPROPRIATE PROPERTY OWNERS. 1O, IN THE EVENT OF DAMAGE TO EXISTING UTILITIES CONTRACTOR SHALL STOP WORK WHERE CLEARING IS REQUIRED ADJACENT TO STREAMS OR TRIBUTARIES, REMOVAL OF ' STUMPS AND ROOTS IS TO BE LIMITED TO THAT AREA RI=QUIRING EXCAVATION FOR CONSTRUCTION SE UENCE: 2. FIBER FILTRATION TUBES SHALL BE PLACED ALONG THE WETLAND AND STREAM 3. CLEARING SHALL BE DONE BY CUTTING, NOT GRUBBING. THE ROOTS AND STUMPS IMMEDIATELY, TAKE NECESSARY PRECAU110NS TO PREVENT INJURY OR FURTHER BOUNDARIES TO PREVENT SEDIMENT-LADEN RUNOFF FROM ENTERING WATERS. SHALL BE LEFT IN PLACE TO HELP STABILIZE THE BANKS AND ACCELERATE . REVEGETATIDN. DAMAGE AND NOTIFY PROPER AUTHORITIES, CONTRACTOR SHALL BE RESPONSIBLE PIPE INSTALLATION. 1. CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE FOR RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUIT'S, OR OTHER APPROVED EROSIO THE NORTH CAROLINA NATIONAL 28. EXCESS/UNSUITABLE SPOIL TD BE REMOVED FROM SITE. PRIOR TO BEGINNING N CONTROL PLAN AND 3. ALL SEDIMENT AND EROSION CONTROL DEVICES PLACED IN WETLANDS SHALL BE 4. MATERIAL EXCAVATED FRDM THE TRENCH SHALL BE PLACED AT LEAST 20 FEET REMOVED AND THE NATURAL GRADE RESTORED AFTER THE DIVISION OF LAND FROM THE STREAM BANK TOPS AND SURROUNDED WITH SILT FENCE TO MINIMIZE U1LITIES DAMAGED BY CONTRACTOR 5 OPERATIONS AT NO COST TO OWNER. CONSTRUCTION CONTRACTOR SHALL SUBMIT THE OFF-SITE SPOIL LOCATIONS TO BE POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES GENERAL PERMIT FOR ( ) RESOURCES HAS RELEASED THE PROJECT (DEGRADABLE FIBER FILTRATION TUBES SEDIMENT-LADEN RUNOFF. USED AND PROVIDE DOCUMENTATION OF EROSION CONTROL MEASURES TO BE STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, THE 11. LOCATION OF VALVES AND AIR RELEASE VALVES SHOWN ARE APPROXIMATE EXACT PROVIDED DURING DISPOSAL OPERATIONS, CONTRACTORS OFF-SITE SEDIMENT CONTRACTOR SHALL OT TE LAND UALITY SEC110N AT 252 946-6481 N IFY THE STA Q ( ) LOCATIONS SHALL BE DIRECTED BY THE OWNER/ENGINEER IN THE FIELD. CONTROL MEASURES MUST BE APPROVED BY iJCDENR PRIOR TO SPOIL DISPOSAL. 6_6481 MAY BE LEFT IN PLACE POST CONSTRUCTION). TO SCHEDULE APRE-CONSTRUCTION MEETING. ADDITIONALLY, THE CONTRACTOR -0R 5. TO THE EXTENT OTHER CONSTRAINTS ALLOW, STREAM SHALL BE CROSSED DURING _ SHALL NOTIFY THE STATE LAND QUALITY SEC110N, AT (252) 946-6481 AT LEAST 48 1'2. ALL MAIN LINE VALVES ARE GATE VALVES AND SHALL BE SAME 51ZE AS LINE SIZE. 29. ALL TREE PROTECTION AND EROSION AND SEDIMENTP.TION CONTROLS SHALL BE .EAST 48 4. ANNUAL SPECIES SUITABLE FDR WETLAND LOCATIONS SHALL BE PLANTED IN PERIODS OF LOW FLOW. HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. CONTRACTOR TO ADHERE TO IMPLEMENTED BEFORE CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED ANY NC DEPAR DOT NOTIFICATIONS RE UIRED BY 1ERE TO JURISDICTIONAL WETLANDS FOR SOIL AND EROSION CONTROL. PERENNIALS SUCH AS FESCUE ARE PROHIBITED. 6. DURATION OF CONSTRUCTION -THE TIME BETWEEN INITIAL DISTURBANCE OF THE IY STREAM AND FINAL STABILIZATION SHALL BE KEPT TD A MINIMUM. CONSIT2UCTION 13. THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES TMENT OF TRANSPORTATION ( ) Q UNTIL RE-VEGETATION HAS BEEN ESTABLISHED. AND SWALES DISTURBED BY GONSTRUCTIQN ACTIVITIES TD THEIR ORIGINAL GRADE ENCROACHMENT AGREEMENTS. AND LOCATION. 30. THERE IS NO PAY ITEM FOR DEWATERING AND NO SEPARATE PAYMENT WILL BE 5. NO FERTILIZER SHALL BE APPLIED WITHIN 10 FEET OF STREAMS. SHALL NOT BEGIN ON THE CROSSING UNTIL THE UTILITY LINE fS IN PLACE TO WITHIN 2, INSTALL ALL TEMPORARY SEDIMENT AND EROSION CQNTROL MEASURES IN LOCATIONS MADE FDR DEWATERING. ANY DEWATERING OF THE TRENCH REQUIRED IS THE . 10 FEET DF THE STREAM BANK. CATIONS 6. THE CONSTRUCTION CORRIDOR (INCLUDING ACCESS ROADS AND STOCKPILING OF 14. AIR RELEASE VALVES ARE SHOWN AT HIGH SPOTS ALONG THE FORCE MAIN ROUTE. RESPONSIBILITY OF THE CONTRACTOR AND° SHALL BE INCIDENTAL TD THE UNIT PRICE AS SHOWN 4N THE 'CONTRACT DRAWINGS, NO CONSTRUCTION OR LAND DISTURBANCE IRBANGE MATERIALS) IS LIMITED TO 40 FEET EN WIDTH 1N WETLANDS AND MUST Bt MINIMIZED 7, FILL PLACED WITHIN THE CHANNEL -THE ONLY FILL PERMITTED IN THE CHANNEL CONTRACTOR SHALL INSTALL FORCE MAIN SO THAT THE LOCATION OF THE AIR BID FDR THE PIPE. ACTIVITIES MAY BEGIN UNTIL ALL TEMPORARY SEDIMENT AND EROSION CONTROL OL TO THE MAXIMUM EXTENT PRACTICAL, SHOULD BE CLEAN AGGREGATE, STONE OR ROCK. ND SOIL OR OTHER FINE ERODIBLE RELEASE VALVES WILL AL50 REPRESENT THE HIGH SPOTS IN THE FORGE MAIN. MEA5U AEA RE UIRED FOR RES HAVE BEEN INSTALLED. CLEAR ONLY THE R Q MATERIAL SHALL BE PLACED IN THE CHANNEL. THIS RESTRICTION INCLUDES ALL FILL FORCE MAIN TO BE LAID ON A CONSTANT GRADE (UP OR DOWN) TO AVOID HIGH 3L THE CONTRACTOR SHALL RECORD AND SUPPLY TO THE ENGINEER THE FOLLOWING INSTALLATION OF EROSION CONTROL MEASURES, 7. MEASURES SHALL BE TAKEN TO PREVENT LIVE OR FRESH CONCRETE FROM COMING FOR TEMPORARY CROSSINGS, DIVERSIONS, AND TRENCH BACKFILL WHEN PLACED IN SPOTS BETWEEN AIR RELEASE VALVES, MINIMUM THREE AND ONE HALF (3.5) FEET INFORMATION: INTO CONTACT WITH WATERS DF THE STATE UNTIL CONCRETE HAS HARDENED, FLOWING WATER. IF THE STREAM FLOW IS DIVERTED AWAY FRDM THE CONSTRUCTION OF COVER UNLESS SHOWN OTHERWISE. 3. ONCE ALL TEMPORARY ER0510N CONTROL MEASURES HAVE BEEN INSTALLED THE 3LA. LOCATION AND ELEVATION DF ALL APPURTENANT CONNECTIONS. ' THE ACTIVITY THE MATERIAL ORIGINALLY EXCAVATED FROM THE TRENOH MAY BE USED TO 8. ANTI-SEEP COLLARS SHALL BE PLACED, WHERE INDICATED, AT II~E DOWNSTREAM BACKFILL THE TRENCH, 15. ALL BORES SHALL MAINTAIN A MINIMUM OF 18 INCHES CLEARANCE BETWEEN SCP SITE SHALL BE CLEARED AND GRUBBED, A5 REQUIRED, WITHIN THE LIMITS OF AND EXISTING UTILITIES WATER TELEPHONE GAS, AND GABLE TV LINES ARE 1 "A _ V CONSTRUCTION (LDC) AS SHOWN ON THE CONTRACT DRAWINGS. ANY ADJUSTMENTS 3 .B. S BUILT IN ERTS AND PROFILE OF CONSTRUCTED PIPELINE, MENTS (UI1LITY LINE GRADIENT} WETLAND BOUNDARY AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND FDR BURIED UTILITY LINES, 8. STREAM BANK RESTORATION -STREAM BANKS SHALL BE RESTORED TO THEIR A55UMED TD HAVE A MINIMUM DF 3,5 FEET OF COVER. CONTRACTOR MUST TD THE LDC SHALL REQUIRE PRIOR APPROVAL FROM THE ENGINEER AND OWNER.. VER. ORIGINAL, DR BETTER, LINE AND GRADE AND STABIL[ZED WITH RIPRAP DR MAINTAIN CONCRETE BARRIERS AROUND BORE PITS. 31,C, THE LOCATION OF ALL UTILITIES CROSSED AND THE NEW LOCATION AND DEPTH 9. ANTI-SEEP COLLARS SHALL BE PLACED, WHERE INDICATED, AT THE DOWNSTREAM VEGETATIVE BANK STABILIZAITON. OF ALL RELOCATED AND OR ADJUSTED UTILITIES. 4• ONCE CLEARING AND GRUBBING IS COMPLETE, PIPELINE ACTIVITIES MAY BEGIN. / v• (UTILITY LINE GRADIENT} BOUNDARY OF EVERY STREAM CROSSING. ANTI--SEEP 16. AT ALL FITTINGS, AND/OR BENDS, CONTRACTOR SHALL USE PIPE MANUFACTURER S COLLARS MAY BE CONSTRUCTED WITH CLASS B CONCRETE OR PRE-CAST UNITS 9. RUNOFF CONTROL ALONG THE RIGHT-OF-WAY TO PREVENT SEDIMENT-LADEN RUNOFF RECOMMENDED RESTRAINED JOINT SYSTEM 5EE SPECIFICATION SECTION 4, 5. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS NECESSARY FOR ( 32. 10D-YEAR FLOOD ELEVATIONS TAKEN FROM FLOOD INSURANCE RATE MAPS DATED ~ SEALED WITH SILICONE-BASED SEALANT, FROM FLOWING TD TWE STREAM -RUNOFF SHALL BE DIVERTED TO SEDIMENT ' SOILS FILTERING DEVICES AT A MINIMUM OF 50 FEET FRDM THE STREAM. RESTRAINED JOINT SYSTEM SHALL BE SUBJECT TO ENGINEERS APPROVAL, JANUARY 2, 2004, AND MAP No, 3720467800) AND 3720468800) REFERENCED TO INSTALLATION OF PIPE SHALL BE REMOVED FROM SITE BY CONTRACTOR. ANY SOILS (THE USE DF °GRIPPER° TYPE GASKETS IS PROHIBITED). NAVD 88 DATUM. TAKEN DFFSITE BECOMES THE CONTRACTORS RESPONSIBILITY, AND SHALL COMPLY IMPLY 1D. THE GENERAL CERTIFICATION DOES NOT AUTHORIZE ANY PERMANENT CHANGES IN WITH ALL REQUIRED STATE AND LOCAL REGULATIONS AND PERMITS. PRE-CONSTRUCI1N ELEVATION CONTOURS IN WATERS OR WETLANDS. THE 10. SEDIMENT-LADEN WATER FRDM PUMPING OR DEWATERING SHALL NOT BE DISCHARGED 17, ALL TIE--INS SHALL BE SCHEDULED AND COORDINATED WITH GUG AT LEASE 24 33. HORIZONTAL CONTROL: NAD 83 (2001) CONTRACTOR WILL HAVE A SPECIFIC PLAN FOR RESTORING WETLAND CONTOURS, ANY DIRECTLY TO A STREAM. FLOW SHALL BE ROUTED THROUGH A SEDIMENT FILTERING HOURS PRIOR TO MAKING CONNECTION. VERTICAL CONTROL: NAVD 88 EXCESS MATERIAL WILL BE REMOVED TO A HIGH GROUND DISPOSAL AREA. DEVICE, DEWATERING SUMP, OR A FLAT, WELL-VEGETATED AREA ADEQUATE FOR REMOVING SEDIMENT BEFORE THE PUMPED WATER REACHES THE STREAM. 11. RIPRAP, AS SHOWN ON THE CONTRACT DRAWINGS, IS TO BE INSTALLED IF THE FM WORKING PRESSURE - 30-35 PSI NORMAL WORKING PRESSURE FOR AVERAGE CHANNEL IS DISTURBED. THE CONTRACTOR SHALL KEY IN THE RIPRAP IN ORDER TD DAILY FLOW HAVE THE CHANNEL FLOW AS IT WA5 AT PRE-CONSTRUCTION CONDITIONS. TEST PRESSURE - 15D P51 PLUS 100 PSI SURGE PRESSURE PROP05ED ITEMS EOP EDGE OF PAVEMENT G GA5 DETAILS ARE CROSS REFERENCED IN A 51MILAR MANNER EXCEPT DETA EXCEPT DETAILS PLUG EX1511NG ITEMS ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF. 1PPER HALF. STONE OUTLET PROTECTION R/W RIGHT-QF-WAY SS SANITARY SEWER PROPOSED MANHOLE HIDDEN ITEMS STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBS .N DIGIT NUMBER LOC LIMITS OF CONSTRUC110N W WATER AND ARE SHOWN ON THE CONTRACT DRAWNGS BY ONE OF TWO METH( STABILIZED OUTLET OF TWO METHODS; EXIS1iNG MANHOLE ® ~ DEMOLITION ITEMS r--~__~_~-~ . FOR SILT FENCE OHE OVERHEAD ELECTRIC PROPERTY LINE REFERENCED ITEMi R L.._. .._.-------J '"~;I~ TEL PED RAILROAD TRACKS ° ' " ' ' ' TCE TEMPORARY CONST ESMT ~ CENTER LINE OR: 0 EROSION CONTROL MATTING r POWER POLE - - - PERMANENT EASEMENT SEE 1509203 ~ REFERENCED ITEMi FFT FILTER FILTRATION TUBE L_~~~.~~~__J STREAM BANK STABILIZATION STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER SOIL BORING TEMPORARY CONSTRUCTION 1ERICAL ORDER IN EASEMENT EIP EXISTING IRON PIN THE BACK DF THE CONTRACT DRAWINGS ON THE D~ DRAWINGS. SWINGS. ~ FIBER FILTRATION TUBE SEDIMENT FIL11wR BAG SILT FENCE W TREE FDC FIBER OP11C CABLE ~ / PROTEC110N FGM FLEXIBLE GROWTH MEDIUM ROCK DONUT INLET PROTECTION SILT FENCE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION KMD THE SCALE BAR DATE JANUARY 2011 DESIGNED CAS N GAR ~ o ~ p GREENVI GREENVILLE UTILITIES COMMISSION sHDWN BELOW H & s Jos ~ ~ if DRAWN TQH ~ FESS/p ~ F fSS/0 ~ Qo a~, z 0.o ~ ~ r~n~?T ~ 1?rn ~t1><mn r.iTVn~~~ ITV n~ r;R~~nfvn i ~ ninRTU ~nRn~ ini~ AC~~C]Ctill ATInAIC c ~o~ra~r, AAif1 MEASURES ONE NUMBER 31101-001 Q~ r v[ V1l {LLII R 1L.L.6.' IwI ?1 I I yr a ?vN-n a/ ? /iDDRE.VlM I lUlN3a LE.VE.INU MIND INCH LONG ON CHECKED SEA CONTRACT DRAWING 1 L4 Environmental Engineers & Scientists HTT GENERAL NOTES THE ORIGINAL NUMBER NUMBER PROJ.ENGR. NGINE~¢ ~v ? F~/GINEti~ 4011 WestChase Blvd Raleigh, Borth Carolina 27607 ~ DRAWING. X ~ T P o t 1 REGULATORY APPROVAL 1/11 H& S WESTSIDE I~ N y0 MAS L S STSIDE INTERCEPTOR AND FORCE MAIN SHEET 3 OF XX FNO. ISSUED FOR DATE BY APPROVED ~ 1 20110121 1:51F 0;131141-RAL\31101-OD110RAWINGS\GLN\XO02 FM.DWG.dwg By.THETRIGK Lost Saved By. thetrick XREFs= 0:\31101-RAL\31101-041\drawings\misc\31101-001 FM TB 1 N p~CT~~ - ,r s ywr / ~ , i~ .r _ ; ~ _ 4 5 f H~(I~, 3 . _ - 1 ~ 3~ ~ I 9 z jw' I ~l ~ M AR - , , l l r ~ N i ST Q ~ - 64 ~ / 0 56 ~ ~ 66 fi 69 0 4 5 ~ ~ ~ ~ L ~f ` ~ ~1 f~ + r - Q ~l ~ 49 , j _ _ ~ J M _ _ ~ _f . ~ 1 as RE _ ~ o 1_ S _ f , - T z~ ~ - - - ~ ~ - l' 46 48 ~ 48 ~ ~ ~ 8 i ~ 1. ~ 6 ~ P 19 THRU ~ , 32 ~ 8 60 61 ! ~l ~ g - 0, j e~ ,f s 68 % 84 1 3 ~ ~ 18 , ~ .z ~ ~ ! 35 1 4 i p ~ i ~ Q ~ 2 ~ ~ r~ ~ ~ Z / \ ~ / ~ \ n 1 'V\ RD ` ~ ~ Q cn ~ ~ / ~ % ao 17 ~ i 1 6 ~ v 9 ~ ~ , / ~ i , ~ ~ i ~Q . ~ - ~ _ \ . ; 8 ~ - 5 11 ~ ; 7 i 1 _ ' 10 13 ~ ti 14 1 ~ , z~ - . 1 VER . r . AR ~ 15 . - ,._r..,. ~C ~ F<<1 ~ ~ I-..E - I ti , ---ice i i 2 I m ; ~ r L~, J , , , 1 ~ ~ i i ~ ~ ~~j f~ ~ ! ~ ~ ~ r~r PLAN r, f h`r1 _ r ~ ` , ~ ~ ~ NTS OE ~'I_ . ~ ; W 47 THE CITY OF GREENVILLE WESTSIDE INTERCEPTOR and FORCE MAIN EASEMENT PARCEL LIST 23984 M.B. 48 99 70 KAY DIANNE CLARK 04292 678 117 24 THE CITY OF GREENVILLE 06600 M.B. 6 28 TAX DEED MAP 48 HBCC PROPERTIES LLC 34226 984 600 M.B. 48 172 11 BOBBY & TONY BOWEN 322$3 W-44 258 OWNER ID # OWNER PARCEL # BOOK PAGE BDDK PAGE 25 THE CITY DF GREENVILLE 05170 M.B. 6 28 49 HBCC PROPERTIES LLC 57752 828 783 M.B. 48 79 MARY RACHEL FORMES CORBETT 26 TWE CITY OF GREENVILLE 25113 M.B. 6 28 28893 203 494 M.B. 48 79 72 ESTATE FILE 04504 L19E ~lfi 1 FMM PARTNERSHIP 19940 753 258 50 THE CITY OF GREENVILLE 21 THE CITY OF GREENVILLE 05531 M.B. 6 28 73 ROBERT R. SUMWELIN 31512 P-54 807 2 CITY OF GREENVILLE 22731 551 421 MUMFORD ROAD 28 THE CITY OF GREENVILLE 05532 M.B. 6 28 3 RICHLAND DRIVE PARCEL 51 CHARLES & CONNIE TICE 37783 N-49 125 M.B. 29 24 74 JAMES & LUCILLE HARRELL 04216 1094 435 29 THE CITY OF GREENVILLE 06598 M.B. 6 28 52 THOMAS HARRIS TICE, SR 75 JAMES & LISASmartnick 41794 1090 291 22583 W-24 339 M.B. 32 92 4 RICHLAND DRIVE PARCEL 30 THE CITY OF GREENVILLE 06599 M.B, 6 28 ROBERT D. BROWN & JOYCE MARIE T1CE, 5 BRIGHTON PARKAPARTMENTS II, LLC 73852 M.B. 56 195 31 E E MARIE T1CE, 16 FRANCES KEEL WILLiAMS 24963 B-40 16 TH CITY OF GR ENVILLE 05418 M.B. 6 28 53 ET ALS i 21359 R-54 491 M.B. 32 92 71 JAMES & LILLIE BELLE HOOKS 18949 1076 740 M.B. 15 23 6 PHILLIP E. CARROL 698fi1 2045 591 32 THE Cfll' OF GREENVILLE 03670 M.B. 6 28 CEDAR DRIVE 7 BRIGHTON PARK APARTMENTS II, LLC 68738 2028 21 54 THE CITY OF GREENVILLE FORMERLY LEGON STREET 40258 1104 765 78 ROBERT & OPAL SUMERLIN 1895D 1711 585 8 PHILLIP E, CARROL 19350 2084 63 55 THOMAS & JOYCE TICE 33552 R-54 111 M.B. 30 183 79 ANNMARIEJENNETTE 25494 G-34 129 33 THE Cfil' OF GREENVILLE 31643 R-46 490 ST PETERS M0551ONARY BAPTIST PTIST 9 NARROW STRIP OF LAND THE CITY OF GREENVILLE 31643. B-44 565 56 CHURCH 05019 432 143 M.B, 4$ 182 80 SMALL SLIVER OF LAND 10 JOHN J. FERBEE 59209 825 345 THE Clll' OF GREENVILLE 31643 U-41 745 50UTH ATLANTIC CONFERENCE VCE 81 PHILLIP E, CARROLL 10256 2366 7 12 "NARROW STRIP OF LAND" 34 CORNER OF LOT ASSOCIATION OF SEVENTH DAY - 57 ADVENTIST INC. )AY 82 PHILLIP E, CARROLL 24274 2366 7 61015 963 481 MEDICAL FOUNDATION OF EAST CSX RR GREEN STREET 83 PHILLIP E, CARROLL 00072 2366 7 11 CAROLINA UNIVERSITY 42879 64 168 JESSE GLENN CANNON JR, 58 , 05015 1175 510 35 THE CITY OF GREENVILLE 20563 G-35 441 M.B. 46 154 84 PHILLIP E. CARROLL 10256 2366 7 08271 13 39 UNIVERSITY MEDICAL PARK NORTH LC 59 THE CITY OF GREENVILLE 13 78570 2352 189 36 FLOWERS & TAYLOR WAREHOUSING, LLC 33422 598 521 M.B, 31 198 85 PHILLIP E. CARROLL 22504 2366 7 M Rp.RD,4D ` -36 UM,~. 14 GREENVILLE HOUSING AUTHORITY 38251 Q 162 37 FLOWERS & TAYLOR WAREHOUSING, LLC 33421 598 521 M.B. 31 198 - 60 THE CITY OF GREENVILLE 22216 I3 39 15 JOHN PAIGE HEIRS 17526 C-11 84 38 THE CITY OF GREENVILLE 39872 L-51 456 M.B. 31 27 61 THE CITY OF GREENVILLE 16 CALVIN W, BECKTT HEIRS 01305 T-27 14 39 THE CITY DF GREENVILLE FEMA LOT 19087 1082 837 02135 1182 127 M.6,13 39 PITT REE VILLE AIRP RT 29143 A- 1 62 THE CITY OF GREENVILLE 17 G N O 5 774 40 THE CITY OF GREENVILLE FEMA LOT 19086 1059 282 23463 1521 404 16570 1113 40 M.B. 44 182 18 WHITE CONCRETE CO. 24413 F-53 81 63 THE CITY OF GREENVILLE 41 HOWR.RD D. JACKSON 19085 2195 852 u~ - > ~ '4 64 THE CITY OF GREENVILLE 1$ '~~ITF L~Q~ ETE,CO ' 'i.~!~;.,. 24413 6$9 245 D D , 42 HOWAR .JACKSON 19084 2195 852 12272 1119 226 fHE CI rDF GREENVI E lY 19 THE CITY OF GREENVILLE 10371 M,6.6 28 43 THE CITY OF GREENVILLE FEMA LOT 19083 1081 594 " 12272 K-52 852 65 JOHN D. McDONALD 12293 2611 755 20 THE CITY OF GREENVILLE 05784 M,B. 6 28 44 THE CITY OF GREENVILLE 34181 V-52 857 M.B, 31 282 . ~ - - 66 JOHN Ds'IUfCDONi4LD 21 THE CITY DF GREENVILLE 20370 M.B. 6 28 45 THE CITY OF GREENVILLE 19092 1098 616 10677 2fi11 755 ~r' ~ ~ n` ' ~ ' ~ ~r ` 67 JAMES & PATRICIA DOYIE 26452 2651 682 22 ~;,+G1TY ~ ~ N~'II:IE~ ~ ~ ~ 10311 M.B. 6 28 j ,,.,,.,Q„ ,r_ THE CITY OF GREENVILLE 19092 510 490 68 GAY NELL MANNING 23 THE CITY OF GREENVILLE 05030 M.B. fi 28 HOLLY STREET 26453 67 551 69 THE CITY OF GREENVILLE 00419 1163 749 46 THE CITY OF GREENVILLE 01262 M.B. 48 99 FINAL DESIGN m NOT RELEASED FOR CONSTRUCTION Kh~D DESIGNED cAR BAR THE SCALE BAR DATE JANUARY 2011 ~ 0 GREEN GREENVILLE UTILITIES COMMISSION SHAWN BELOW H & S JQB ~ li ~ (i DRAWN TDH D FESS/Q ~ ~ESSIQ _ ~o ti.~ 9 ~ ~0 1 ~11~AT JI ~Tll wyii A 1i~11 f'.IT1/ (1F :ITV (1F (;RFF~IIIIf ~ F 111r1RTN f:ORCII INS MEASURES ONE NUMBER 31101-001 Z Z, CHECKED I SE PROPERTY OWNERS INCH LONG ON CONTRACT DRAWING PROJ.ENGR, HTT a 2 756 Environmental Engineers & Scientists THE ORIGINAL NUMBER NUMBER NGINE~ ~v NGINE~ 4011 WestChase Blvd, Raleigh, North Carolina 27607 qN o ~P 1 REGULATORY APPROVAL 1/11 H&S y M A k~ . L S~ S WESTSIDE STSIDE INTERCEPTOR AND FORCE MAIN DRAWING. I X3 NO, ISSUED FOR DATE BY APPROVED SHEET 4 OF XX 20110121 1:52P 0:\31101-RAL\31 9 01-0 01\CRAWINGS\GEN\X003 FM.OWG By:THFTRICK Lost Saved By. thetrick XRFFs= ..\misc\31101-061 FM TB,..\boses\EXISTING,O;\31101-RAT\311 01-0 0 1\GRAWINGS\bases\EXISTING PROPERTY I I —____._ - - " 7 1\�, _-, STA 0+94.68 \, I " . .'_ -MH--(5!0) �11 ,..--��. .- ... V.___,_-._..__; ...... /_PROPOSED -1 ... - '�, .."�. �� WITH LOCKING WATErTIGHT Y I , i FRAME AND COVER TP'`I1.199,40 ,..,.. .�. c.-.-- ---.-.,---- _...�, ,-..---,- FIVIM PARTNERSHIP 1. .. - - __ . � " .,._, 1k. �, WETLANDS - - - _... __ ... ...... , D.B. 753, PG. 258 - - - - __ _ � __ 1 11 ." 1'.�. _4� 777T! � I — � - � --- / ... - - __ - _... - - ___ - _ -.-..,.. . . -...-. '.11' \ 11 � .1 11 I � ., PROPOSED 40 - / / _--l- _� . 1 - .- 1- __'.. .. _ -..-.- _..-'1-.._- - ..- - - -,- __ __ - _,________.". - - 11�,�. PtiMARENT EASEMENT . "I , -1 __ ,_ " . � BENCHMARK PROPOSED 10' TCE __ / .-.-.-. 1� 1, 1� % I I "I �, - "; f _ , -_ _/ / - `�--- -_ _- " I -1 -.1 --.-. __ - - . . .1--- - - . "' �' ',_ -WALL.- - . - - - I " ., _ _ _: ... _ _. - . �. '�' - _ I- . --,jj__- --111--, - -'- ', � ., __ . _ �_. . - � , � I , I N ,_ \ , � - END OF EXISTING 30' --.-- --D ,.- _ - ;_,_- - OOD - . _ -------- - - , � E 0 - --- ... ----- - - - - -.,- PROPOSED. --30'- --..-.- -- - , ___ . - _.�. ��. _ __ _.- � -, __ - ---,.-. . - . - , \ \ " " ,SANS \ ., I __� . ... I . - ------------- � - - . , . - 7 - ,_ , ."� , �, .�, - __ PERMANENT EASEMENT , - -, . - - - __ ______ . - ---. --- - .- __ I __ ___ �, ." " , I , \ '1� '_ 1, , 1, ___ I ' ' ' ' , � ., , _� , , , ,--- � —...-- " .I- __ � 11 , ..1., __ - - _. \� . . - � . , . PROPOSED . I � - I ' . - - ." , �', _ . �, .. - . - - � , �- - - -,! 10 _�--__ " " --- - I . - I" ,% 1'�, ,-. -, , .._� �__ -f---- 1, PERMANENT EASEMEW --�_'�R . - 9ORF X (OR EQUAL) - 4z -MOR _.___._._..._.______..____ --.-....- - _______.___ ,�, , A-' , " - I ; - ., �__ I" \ - " - i;�� - I . --,.-.- _'� �.%"� \ � � " _�', �, \,�� I 1.�, 1, I.- . �,,__ .-�i.,.---.-..----,.--.---.=:,-.. --.-.,-.----: -JZ _______ X_wTYPE-70-T_ ___ - __ - . __.____ ..--- - ,.� _ --- __::�-_z� , .- � .... _ ,.� "o " ., � - I . - --.,-., ". � h , - _ .� , �� -------- - 11,� _� ... . ..-.-..-, _ - - ` ---10!xl2 §kALL'BE .... _____,__ STA 0+1-4.-14---- -..--- ____ �_;��_ __.___....� _:7_n _`�__ __ - - 1. - �__ - - * - - /I - i , � I '-,, " /� 1-441 f 1��, �� .. - -----.. - _.___ ---.-- " '--� \ - _ %.. "\ " . . . . . 1.0 11 7'�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� - _ - --.,-- _______%____ SE -E -DET-AIL-X/-b,X __ ___ ------" -0) OSED MH (5 <�, �, , � _ - - _'�____ _ _ - . - � - - -, , /I � - -----. . 1;, I ,.,. �, \, I ',z� . . . . . _ , ; - - - __ , - � , ` 11 - .. - ------,. I _.__ , - I __ , __ -'+_�- _ - NTH LOCKING WATERTIGHT _ _.. - ---... " _�-I. sr,��, _ _. - __ 7!z----- _11II +!, - - - `I________ .--. - g5p- I&I -__ :�_ ___+_!,__ � �n. . - r , 1, .� _, [�,� , � ? . < _.�r �, I . , � ------_, _ - � , I , ___ _.- ---------_-_ ': 11 __ -� - .�--7mx", ,_ _. _ - - � � � , - + + I . . . 4 + 417— --+' + + + + + + -Im�--�- . . . 41_114� + I . . . __ 1AMIE-AND-GOVER ...... - � !n��:1--7-3-�7:A_-_ I ,_ vl_,� _------�;I �IIIII5�_ -, - _.___._____. I -,-- .- ".. � .�_ " I.-- _� ---------- FUTURE 24- � .- "�.,��' �\ ,� B -OC- THAI , .15 ELEV. 37 `F "�_,.,_ � .., - ...... . -BENCHMARK �__. . .1 I . I - - ELEV. 37.15 ..-,. � ___ -RAILROAD SPIKE IN 15' TREE _ ' �-_�,'_ I - I '.. I - . ----_--- '1__1-.-- __ ----I-- I - ___ - , � � I .,- � - _"" / I,--- -.,., -� PROPOSED WESTSIDE I --_--'REGIONAL PUMP STA11ON -_' (SEE CONTRACT 2) __ _ I I It k � I I . � I ' 6 I . I lug 30 ce 10 . 0 .- __. - Z-10 .0- + 4 + + .:+ 4 --.--- IIIIIIIIII W7 -+ -� - - -:+::; � �+ + + � _ L __ 1111111111 11,11,111 . ,425XQ'-+ + + + + + + - .� �-,._, _ _,. I . - _ __- . __ - 4�---4-� +_ - I --,-. - — -.,—. - ;;L_ --F-- t- '-- ;:; - IIIIIIIIIIIIIIIIII�� - -1 .. . .7- - .- - __ -I.--- __ _ _ - - - - + + + + _+�_t _:� - - _. + + - 7 ----. - ; - �_ , I 0,2 ._.___1__-_ � � 1. --- - - - - .1� - -1.__ __ r� .- - EXIST 30' SAN SWI �� — 15, ,�_, " �.__.__ — _ — ,.— _ EASEMENT ., '---, \ ` -_. -,-. - L"I.Z-. -T'__ _1_1 \ ____�_ ._ -_ Z -I- t _,�', " -1- _., DI - 1C 1� ROLLED EROSION CONTR L TOP 30.90 ,.-- (REC )�_ INV 21.65 M, TV ti � /ID5� k 1� ",.�. ,."11\ , , 11 -.\.---,- / e___, - I -"- I - ._,� I \ - ' - - - - - L, ___ _. _ I : . I k .,��, TEMPORARY AVEL-` w ti. "", CONSTRUCTIOW '_ ANCE, - '\ I 11 . - I � - I 11 \ - F � - �._��------ 1. t � - !.-- .__ , " I \ ." _� __ �_ � , , , ... 1. , II ,�_,�_ "" / -,, _,_ i� ,,_,-,N _-, lk _z: / -1 / _. I : .-00-1, -_ , _ - - �' z - .; - 0, I T . � - —I-- _` i! I � , (-n n -.1 ��,,' 1�� _-, I _ !F ;1 . � I I p Lp �w --, � � _� C) T,J " . I i F , . _;3 11 - " ,I . . ,I -.0 IiIwn 10, , , � , I � I --1'_-_, -- .- � . - I � .. - . .." � 14 .� I . ..� - I �.� - � 1 L. � �� - . [I L�' I ,� V,j V:� ._1 , " , , L ." , 1. - I ii I !� - j � ,-13 3 I : 1, �� 11 I - . i 11 : 1. �, � �., � ,1 � , L I, 1� � 9 , ) I ,�. I t 1 17- _�� A, I �\. t,., -, � I - � -i'-. , I` I 1. - - - � L. 1, '.1 , � 'p, I' -, � t .i I I - I � , -Z i 1. V " , I __�-� I - , � �Tf .i I , I � � _____� . - % � � k 1. C�) �i I - I �, , ` I.V �' �,. 4 �11 - ; ;j .. Ii - t, ��, -- � I , _11 Ii �. i�l ,t �., k , 'i r � 3 - �� I i�,'� .) r___ \ �, 11 � \ � � I .. � F 1z `� PROPOSED 211 GRAVITY SEWER CENTERED IN EXISTING 30' SAN SWR EASEMENT LEV. 18.43 X' CHISELED IN TOP OF FES STA 5+19.68 PROPOSED MH (510) f / WITH LOCKING WATERTIGHT 10 I x3O I TICE __ I FES I - - INV 16.73 _- ._- 11, -------,-- I.- , � __ + +++ � - I , - �I _. --.-- 1... , , , - - - - x - - - - - +- - + 4'tl + I � + �+ . +--- r.1.4 + , \-�,� I , I - . - - .a - , - -4 4 4 " + 4� + +-_+ + + . - .. TP #22731 CITY OF GREENVILLE D.B. 551. PG. 421 ___�__ -� PROPOSED 24" -FORCE ---.-,- , SEE DRA � 1 5 ` OFF PRG FM tO'�D RAVl1rC5EWER_)---_...____-- ,,�; -1- (15' WINT_ .-.-. __..___._____. — I I I A! I - �__ 1.:��.__.____ -- -- - j - -777�IIIIIIIIIIIIIIIIIIIIIIIIIIII� II� I ___�L � ._, IIIIIIIIIIII� _,__ - _,__ _�,__. ' " p - - - .-..--. :1 _ -!!�- _ —WOOD7- - _-- - - - � , - , _,_ -7,--.- -1 — �_. __�___ - _. 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I . - _ __- . __ - 4�---4-� +_ - I --,-. - — -.,—. - ;;L_ --F-- t- '-- ;:; - IIIIIIIIIIIIIIIIII�� - -1 .. . .7- - .- - __ -I.--- __ _ _ - - - - + + + + _+�_t _:� - - _. + + - 7 ----. - ; - �_ , I 0,2 ._.___1__-_ � � 1. --- - - - - .1� - -1.__ __ r� .- - EXIST 30' SAN SWI �� — 15, ,�_, " �.__.__ — _ — ,.— _ EASEMENT ., '---, \ ` -_. -,-. - L"I.Z-. -T'__ _1_1 \ ____�_ ._ -_ Z -I- t _,�', " -1- _., DI - 1C 1� ROLLED EROSION CONTR L TOP 30.90 ,.-- (REC )�_ INV 21.65 M, TV ti � /ID5� k 1� ",.�. ,."11\ , , 11 -.\.---,- / e___, - I -"- I - ._,� I \ - ' - - - - - L, ___ _. _ I : . I k .,��, TEMPORARY AVEL-` w ti. "", CONSTRUCTIOW '_ ANCE, - '\ I 11 . - I � - I 11 \ - F � - �._��------ 1. t � - !.-- .__ , " I \ ." _� __ �_ � , , , ... 1. , II ,�_,�_ "" / -,, _,_ i� ,,_,-,N _-, lk _z: / -1 / _. I : .-00-1, -_ , _ - - �' z - .; - 0, I T . � - —I-- _` i! I � , (-n n -.1 ��,,' 1�� _-, I _ !F ;1 . � I I p Lp �w --, � � _� C) T,J " . I i F , . _;3 11 - " ,I . . ,I -.0 IiIwn 10, , , � , I � I --1'_-_, -- .- � . - I � .. - . .." � 14 .� I . ..� - I �.� - � 1 L. � �� - . [I L�' I ,� V,j V:� ._1 , " , , L ." , 1. - I ii I !� - j � ,-13 3 I : 1, �� 11 I - . i 11 : 1. �, � �., � ,1 � , L I, 1� � 9 , ) I ,�. I t 1 17- _�� A, I �\. t,., -, � I - � -i'-. , I` I 1. - - - � L. 1, '.1 , � 'p, I' -, � t .i I I - I � , -Z i 1. V " , I __�-� I - , � �Tf .i I , I � � _____� . - % � � k 1. C�) �i I - I �, , ` I.V �' �,. 4 �11 - ; ;j .. Ii - t, ��, -- � I , _11 Ii �. i�l ,t �., k , 'i r � 3 - �� I i�,'� .) r___ \ �, 11 � \ � � I .. � F 1z `� PROPOSED 211 GRAVITY SEWER CENTERED IN EXISTING 30' SAN SWR EASEMENT LEV. 18.43 X' CHISELED IN TOP OF FES STA 5+19.68 PROPOSED MH (510) f / WITH LOCKING WATERTIGHT 10 I x3O I TICE __ I FES I - - INV 16.73 _- ._- 11, -------,-- I.- , � __ + +++ � - I , - �I _. --.-- 1... , , , - - - - x - - - - - +- - + 4'tl + I � + �+ . +--- r.1.4 + , \-�,� I , I - . - - .a - , - -4 4 4 " + 4� + +-_+ + + . - .. TP #22731 CITY OF GREENVILLE D.B. 551. PG. 421 ___�__ -� PROPOSED 24" -FORCE ---.-,- , SEE DRA � 1 5 ` OFF PRG FM tO'�D RAVl1rC5EWER_)---_...____-- ,,�; -1- (15' WINT_ .-.-. __..___._____. — I I I A! I - �__ 1.:��.__.____ -- -- - j - -777�IIIIIIIIIIIIIIIIIIIIIIIIIIII� II� I ___�L � ._, IIIIIIIIIIII� _,__ - _,__ _�,__. ' " p - - - .-..--. :1 _ -!!�- _ —WOOD7- - _-- - - - � , - , _,_ -7,--.- -1 — �_. __�___ - _. I '1� � - 1z1__ -_-- 1, , �, I . 1, I --;;"e ,-- - _:� - , - - �., zz�l / 1k 1, -i � 1-1 . I --- -:: - ,�,_ __ - _ , � —'-..---.-.--�---"--LEXIST - � . 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PG. 591 ~ s ~ ~ =;jam-' s;,°~ f> ® 4 STA 20+48.57 ROLLED EROSION CONTROL ~ / , ,f'- E , ~r PROPOSED MH (5'~) MATTING (RECM), ~ ~ ` ~ PROPOSED 21' GRAVITY SEWER 1MTH LOCKING WAII:RTIGHT DETAIL ~ l,~'• ,~=~J _ - w CENTERED IN EXISTING 30' SAN SWR EASEMENT PROPOSED 24 FDRCf MAIN 1 _ ~ ~ _ (15 OFF PROPOSED GRAVITY SEWER) STA 18+38.7$ ~ FRAME AND COVER ~ ~ _~`p' ti , - ST BILIZED O~ITLET - SEE DRAWING FM 2 ~ ~ ~ PROPOSED MH 5 ~ ~ 'w ( ~ ~ FO SILT , CE, TYP STA-~12+71.98 0 ,~r + i f, ~ WITH LOCKING WA 11GHT SILT FENCE, TYP I o22702'~R ~ PROPOSED'MH~(50) STA 15+55.38 FRAME AND COVER TH VENT ILT FENCE, TYP o - / + + i ~ : ~ ._,1,1___ ~d I 1, 1 WITH OUTSIDE DROP, PROPOSED MH'(5.'.d D227DDD 1 , Q I AND LOCKING WAlERT11aHT WITH LOCKING WATfRT1GHT ~ - V? , f ~ ' , FRAME AND, COVER FRAME AND COVER_---_- PROPOSE R { ` ; _ ~ 50 T~E'~, OUTLET PROTEC110N FDR _ - ' - r ~~,IJ ~ PERMA f ~ ~ .ti CULVERTS TYP PROPOSED PERMA ENT EASEMENT~~~..~---~17 1z- - _ =---~f.' ~ ~ k + i Yom- - ~ / + r ~ / WIDTH VARIES ~ I , ' - i _ i D2.43301 C ~ REPLACE EXISTING = ~ , _ ~ _ - _ ~ ~ r a ~ _ - - EXIST RIP ~jl ~1 f 1Q ~ RAP , _ r 7 - \ . ~ ~ - _ o ~ FES _ _ N i ~ ~ ~ ~ - ~eW ~ ~e _ _ J ~ .7 _ INV 14.48 _ ~ _ - - - ~ ~ -r'"e. i _ _ f^ ~ _ ~ - - -~J~~ F~ ~ _ - _ ~~~INV 17.25-• ~ , ~~F , , ~ 19,93 ~ . ` f r ~ - - _ _0 83.4D-~ - - - f f` r~ 25 ~ Fe w _ t - _ , -,}1B - F1L A110 e _ I ~ ~ ,tip,. ~~°~y>._p ~--w -R- ~4 ~ ~ _ - - . i ~ ,~.-"`r I! { it ~ p 'I TITT~ . r ~ ~ - _ v- I T~ . _ M,.~ _ _ ~ - _ _ _ \ : f 1 I I- EXIST-34-SAN-SWR= - . _ ~ 1 _ _ -f W FE5' ti's , ,,/1 - - - - ~ ~ ~ - _ _ _ ,1 _ _ r 3 ~Ir - - - - i l ~ I 1 v ~ ~ _.r _ : ~EASEMEIV-I~---- - - -.._.,_....._._.-T iti .r7`J y ~l y r ~ ~ ~ I 1 ®i /ti \ / i'~ - Yr' ~ q t ~ I 3~ , . r~~ .INV I.~lr w. •f'-• I.~.... _,...+,Y _ - r-.3 ,.x"n r - _ _i - - - -~-F I ~ y's r- _ ~ _ - - _ . m. _ - _ s - ~ ' l J ~ _ _ ~ i! : ;zs,o - - ~ _ ~ - - ; : - .:GRA~IfL-"AN17^RIPRi _ I f' - - - _ - F'IiQ~OSEQ 441.: TOP 32,54 ~ ~ ~ l~ ~ ' `KIEL-AND^RIPRAP~'" ~5- -PERMi4NgVT EASEMENT _ _ _ s INV 18.37 ~ ,i ~ ~i' i! ,i JAI - ~ PROPOSED-8 GRAM ~ r: -WER 1 _ . , ; I ~ E ! 'INV 22.43•- , , ' ``s _-FlLTER BERM fER BERM _ ~ i i ~ U, SEE ENLAf~GED CONNECTION _ - - I ~ . , ~ ~ , ~ , ~ ~ ~ .a; BASIN TYPr e , ~ i E l r f - - f .f I. B 'D TAIL No. 1 RA. NG C6 r' ~ APAR E BU I G I APARTME T iIN TYPr ' J - ~ Y .7 - f l E D . ~ TM NT ILO N N BUILDING I P' ~ I ~ : 1 1 ~ APAR.TMENT ~ UILDING f ~ '~I ,f ' ~1 ~ ~ ~ PROPOSED 21 GRAVITY SEWER ~ ~l J 1 r PA'A41N PLA E PUMP I :II ~'I` , L~~ I I ~ - _ u.`• _ ; WITH 40 PERMANENT~ASEMENT..~--°"~ r'~~~ ~ ~ y 7 ~ ~ , r I / ~ ~ ~ - - ~ ' Qi ST TIGN I ; _ r - ;.I° .:I I l ~ 1 ~ - _ ~ m f j I 1 ~ EXIST 30 SAN_ _ , I ~ ~ - _ _ ~ ~ y r;4v r` ,r' r 1 ~-I ( E C8 OR y ~ - - _ - _ ,,;t ii P I. `~w~ EASEMENT • ~ !~,F{' i _ F1 ~I - ~ I ~ - D~OF EXIS1 D~ OIJTI PLAN) , - ..I T 24.29 ° _ , i ~ It~ 15.47 _.1.- - _ , _ END~OF EXISTING.30 SAN SWR Sao=~1 ~ /f f i ~ r ~ -'EASEMENT ~-BEGIN PROPOSED - ~ ' l ~~1 i ~ i r i .p _ I- : _ _ . 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INV IN: 8.?178 8 _ i I i I i I I I! ~I~ I I I I I I I ` i _ _ ~ I 3 _ _ - _ _._i..____~..___~_ _ ~ )I i I _ . I - ~ . I. ~ I I I ~ I I ~ ~ ~ ~ ~ I _ . _-L.~:.___L___.__.___i_____s_._ E I INV IN:i 14.3818 ~ I I. . ; __.I_.____.__ ~ _.__-i__I___ i I I I i I I ~ I ' I ~ I I ` I ~'T ~ ~ I ~ I - - _._,F ~ i I i ~ i I I ~ i t I I r r J I I I ! ~ ~ ~ i i -i - - ~ ~ ~ INV IN ~~13:59 I` 1 I E r , i i I i L~ _ I I I I I' ) I ~ ~ ~ I ~ I I ' E ' I I I ~ I I I ~ I I j I I I ~ i i t I I L. - C~ _ _ I_ i lI I i ~ ~ ~ I ,-INV Ol1T. 7.69 (2~ ).,_~_~~__I I_._ I - - - I _ - _ I I I i I , I I I I r ' I I I- I I I----- ~ . , I I I I I€ i I I I I i ' ~ ,I f I ' ______~LJ_~ .._-._~_l._ _ ~._I _ I ~ _ ~ i E ~ - _ - I I I.. ~I - ; . I ~ i ; i i ~ I ~ ! ; - - j ' I - - I--------. _ I ! ~ _ I I I I ' I ' I I I ' 1 I I I I I ; ' ' I ~ I II ' I ' J ~ ~ i ~ j ~ I ~ I ! I _ - ~ I"'-'T-'-_ _ I i e _ _ - I I i E I ~ ~ II ,I I I I o I I I I I , I I ~ I ~ I E~ l I f I I I I i I I i I ! ~ i l a i i~ i 1 ~ ~ o +aa ~ 2+00 ~~+oo ~~+aa ~ 5+00 ~ a+ao ~ ~+ao ~ 8+oa ~a+ao 20+ao 2~+00 2~+00 PROFILE HORZ. 1'=40' VERT. 1 °=4E FINAL DESIGI'~ m NOT RELEASED FOR CONSTRUCTION KMD THE SCALE BAR DATE JANUARY 2011 DE5IGNED ~p~ ~A~ D ~N o GREENI GREENVILLE UTILITIES COMMISSION CIVIL sHOwN BE~ow H & S J08 ~ ~i ~ DRAWN TDH ~ F~55Ip y ~ ASS/~ ~ ti~, ~ ~ QoF tiA ? ~r~?T ~ ~?Tn ~t~~mn ~rrv n~ r '.ITV r1~ (;RF~~IIIII ~ F ~IC1RTU C:~R(11 fllf ~ MEASURES ONE NUMBER 3~ ~ a1 °~41 Q C~2 yr r r~ ~i vi ~i~~r i~~~~ ¦vi yr a win rti CHECKED SE L 18 s ~ PROPOSED 21" GRAVITY SEWER THEN LONG ON CONTRACT DRAWING Environmental Engineers & Scientists PROJ,ENGR, 10 HTT ~ THE ORIGINAL NUMBER NUMBER MBER CIIN NEE 4011 WesfChase Blvd, Ralei h, Norfh Carolina 27607 sTA 11+00 TO STA 22+00 DRAWING, C2 ~P S\ WESTSIDE I 1 REGULATORY APPROVAL 1/11 NP-1 STSIDE INTERCEPTOR AND FORCE MAIN 6~ L, AS NO. ISSUED FOR DATE APPROVED ZaII SHEET OF XX 20110121 1:54P 0:\31101-RAL\31101-001\ORAWINGS\Civil\CS-C2.dwg By.THETRICK Lost Saved By. thetrick XREFs= 0:\31101-RAL\31 101 - 001\drawings\basas\EXISTING,0:\31101-RAL\311 Dl-001 \DRAWIN GS\bases\EXI STING PROPERTY, ..\misc\31101-001 FM TB,0:\31101-RAL\31101-001\drowings\GEN\KLYMAP,0;\31101-RAL\311 01-0 01\drowings\bases\SP-EC t - ~ - ~ ~ ~ . ~ _ TP #69861 ` - ~ " ` - s r r ~ _ ill. -r\ d" II ice. PHILLIP E. CARROL s~• _ _ = ~ [W~ i f D:B. 2045. PG. 591 0, _ ,,,k~ - 1 , r _ - . f ,i POWER PALE, TYP _ ,r \ s' y - - I~.% TP #19350 i ~,,,,v., ~ ~ I ANCHOR, 7YP o ~ ~ ~ f' PHILLIP E. GARROL t~' - ' ~ • ~ 'o - % - ,1 x` D.B. 2084. PG. 63 % o, v~ f ~ ~ - , ~ ZED OUTrFT : ~ _C3'--, ; ~ ~ FOR ~I L FEIV E, TYP . c, _ _ _ . ~ • ROLLED EROSION CONTROL , ~ _ ~ _ ~r . , ~ ~ 227024R - ~ , - . . _ ~ 999 ~ I _ , ~5,,- - _ PROPOS ~24 FORC FlB ~TRATI MATTING RECM T11?=- _ - E MAIN ER FlL ON x ~ii WETLANDS ; i.._ _ ION I~ - o ~ SEE DRAWING FM 3 DETAIL 1/D5 f r ~ . F.,- _ - TUBE ~ , ~ s' _ - - PROPOSED 21' GRAVITY SEWER - - - , rr 22703 - - _ .v~ ~ 0 9 - - _ " WITH 40 PERMANENT EASEMENT M`~ / DES ~ ~r=• . ~ _ - ~ - ' - - ~ - r - ~ _ - / _ INV 12.44 ~ _ - - - ` _ _ - . - _ ~ ..y~, s - . ~ I i . * .r t _ _ ~ ~ ~ PJ/Jet - P° ~ ~ ~l ~ 24k OAKr~~`~°} 32+ 6.~ \ ~t \ I ~r f; ~ 1, -r' _ 5 .~._----NSA- ..1 T _ _ W 377,$7_ '~.1~ _ _ _ _ 0 W 415. 3~_ W " 1S' _ fi-~. _ ~ aAK:r~ ~Tt~ LOa~ iNG ~TER~a~T . . - ~ - - r i~ ``f ' ~ ~ A E A~~D CO ryR ~ ' , _ _ _ _-..m _ ~ r ~s _ ti~ 7vt ~ s ~ C - _ _ _ _ ~ , - -BENCHMARK I ~ - ~ ~ ~..._n ~ _ ; _ _ r E:: ~ ELEV. 30,68 - ~ M' - - 'S ~ E _ _ t ~3s ~ ~ ~ - a ~ E ~ d_ -_r ; RR SPIKE IN POWER POLE ~ _ = ~ ~ ~ ~ - PRO OSED 40 SILT FENCE; 1'r'P _ - ~ , .r - - - . - , ' 1 ~ PERMANENT EASEMENT _ - - - - 1~ _ ` _ _ + (n _ _ r' A f/ ~ R 1 ,y ~ ~ ~ , r - _ rr' ter: ~ j DI ~ ~ - ~ f ,:~s ~ TOP 27: 9'• . _ _ - - - I \ 4 ~1A~, ~ V ~ ~ Jr'' _ ~ ~ ~ ~ 1 4 ~ i ~ ~ SAiV Sl'~r MH .i ~,l 1 d. ~ T ~ ~ ~ • / `1 INV 13.9 \ - - 5TA 28+41,97. j i € _ - L - _ A ~ I ~ ' ~ TOP 25,17 is ~ A \ ~ . V \ ~ ~ ~ I j ~ ! j I;, INV 18.3 r ~P: - I I~ ~ f' _ _ _ -PROPOSED MH ~5`~)'_ .1 ~ v ~ r ~ - ~ - ~ ~ 5TA 24+26.44 ,:~s'• ; ~ WITH LOCKING WATERTIGHT r ~ I - ~ PRGPOSm MH 5 ~ / `FRAME AND COVER I ~WfTH~L-OC~IEING-WA~IIGHT-~ L~ ~ ~ k[ ~ ~ V ~ PROPOSED 4O' ~ E ~ ~ -i r~l li f / ' - ~ / ! FRAME AND COVER WI1H VENT G- / r 3 ~ `urf ~ 1 ~ ~ ~ ~PERi~ANENT EA ENT ~ I II ~ i~ I ~ ' / ~ \ ~ 1r ~ I } it ~ I ~ ~ I I I .lll ~ ~ ~ ~ I I i ~ 1 _ s' „6y`.`h~ 5TA 30+417 ~ ~ k ~ `l ti fSEE ENLARG® CONNEC~ON i + ~ II ; 1 ~ !A ° i s ~ ~ h"', - \ PRO D ~ {5'0) \ DETAIL No. 2, DRA?~NG C~ ~ I ~ . , I ~ I - - _ t ~fI1H~LOCI~ G AiE~~IGHT \ j ~ ~ ~ ~ 1 4 / ~ ~ PARK NG LOT ~ ~ ~ I I _ . TP #19350 ~ FRAME~AND CO1~R \ ~ \ ~ ` j ~ y ' , . i'~ . !r PHILLIP E. CARROL A ~ o V 1 I ~ I , TP #6$738 EI D.B. 2084. PG. 63 I' r I ~ I EXIST 20 GRAINAGE r ; ~ BRIGHTON PARK : ~ ~ EASEMENT A `i,~ I ii JOHN J. FEREBEE ~ ~i A , r ~ / ~ ~ A T N 1 C'' PAR ME TS , LL l ~ 1``~, \ \ 1 ~ D.B. 825. PC. 345 1 ' , \ i` ` , D.B. 2028. 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HTT NGI EEC N N G IN 4011 WestChase Blvd, Raleigh, Norih Carolina 27607 o ~ WESTSIDE STA 22+00 TO STA 33+00 DRAWING. 1 C3 1 REGULATORY APPROVAL 1/11 H3 I N O 1, S MAS VESTSIDE INTERCEPTOR AND FORCE MAIN No. ISSUED FOR DATE BY APPROVED Z SHEET OF X X F"TF n~311M 1 311n1 rfnl'dr, 'in \GFW-Y"'n\`11101-RAI\31101-001\drawings\6asss\SP-LC TP #59209 JOHN J. FEREEBEE D.B. 825. PG. 345 OUTLET PROTECTION FOR CULVERTS, TYP -_r` 0243301 C WETLANDS - P OPOSEQ `MASQM'ARY �I. WA R 11GHT. P,LIIG; .=] 1rP ,tar€f i' r reeCIACU "J PROPOSED 24' FORCE MAIN (15' OFF PRO—POSED GRAVITY SEWER) SEE DRAWING FM 4� I -1 _Tl J 7 <1i1 STABILIZED OUTLET- -.--- TP #59209 STA 39+45.81 JOHN J. FEREEBEE FOR SILT FENCE, TYP �''._-_� PROPOSED MH (5'0) D.B. 825. PG. 345 0227024R--IIII ITH OUTSIDE DROP AND LOCKING WATERTIGHT rnmmr- niru %Fvvrn ut in vui I r f � J � / � ,, .��• ,•`lam ' ,. J 51 , ' SAN SWR MH BE/4p4NbONED IN PLACE, TOP 24.93 I -- FILL WITH FLOWABLE FILL - TP 445027 f g INV 18.43 TREYBROOK, LLC _IW: _._. EXIST 26 SAN ::TO BE ABANDONED IN PLACE, D.B. 820. PG ' 400 f I -- _ — — —_-.- - I TP #42879 �,. MEDICAL FOUNDATION OF EAST / SWR C=ASE ENT p M SEE DETAIL 4/D3 T- - - CAROLINA UNIVERSITY D.B. 64. PG. 168 i P OF� SEQ DUH ' }!/i 6C�N TESTI Ti D _ . IN9 _ _ r: EXIST 20' SAN xQ PLAN SWR EASEMENT 1'=40' I BI w 20 10 5 33 o 0CARp�i ,= 4'F �_SSIp � � SE 18 �l ftiN 0 PROFILE HORZ. 1'=40' VERT. 1'=4' IZOtt MZEN ANDSAWYER 4. Environmental Engineers & Scientists 4011 WestChase Blvd, Raleigh, North Carolina 27607 GREENVILLE UTILITIES COMMISSION CITY OF GREENVILLE, NORTH CAROLINA WESTSIDE INTERCEPTOR AND FORCE MAIN 40 Nuf 20 10 1V\' SAN SWR MH 1 '' TOP 23.97 INV 17.48 TO BE ABANDONED IN PLACE, SEE DETAIL 4/D3 4 DESIGNED KMa C4 M �= =3 Fp ail DRAWN TDH CHECKED PROJ.ENGR, TT l �H �/f REGULATORY APPROVAL 1/11 H & S ISSUED FOR DATE BY APPROVED o 0CARp�i ,= 4'F �_SSIp � � SE 18 �l ftiN 0 PROFILE HORZ. 1'=40' VERT. 1'=4' IZOtt MZEN ANDSAWYER 4. Environmental Engineers & Scientists 4011 WestChase Blvd, Raleigh, North Carolina 27607 GREENVILLE UTILITIES COMMISSION CITY OF GREENVILLE, NORTH CAROLINA WESTSIDE INTERCEPTOR AND FORCE MAIN 40 Nuf 20 10 1V\' SAN SWR MH 1 '' TOP 23.97 INV 17.48 TO BE ABANDONED IN PLACE, SEE DETAIL 4/D3 KEY MAP 4 C4 M �= =3 Fp ail %-.. KEY MAP / ~ ~ ~ ` ~ POND I r ~ ~ TP #78570 1 / ` UNIVERSITY MEDICAL PARK NORTH, LC ~ _ ' i D.B. 2352. PG. 189 STA 46+64.81 I ~~~.I ~ ~ ~ 1 , N - ` PROPOSED MH 4 ~ ~ I~la ~ - - { ~ II i i i a _ _ WITH LOCKING WATERTIGHT i : l ~ F ~ - - 1 I I STA 50+44.81 I+44.x1 r ~ q of ~ k 4 sF N ~ _ 'FRAME AND COVER i j; ~ 1 I < I 1 / ~ ..MF qc i r... - , - _ - = I~,~) I I ~ i PROPOSED MH 4~ ~D MH (4'~) r /1 NT ~ , ' - ~ I 'r 1 ~ !'ii1 1 1 . ~ - - / / ! . ~ r. _ - _ I POND W1TH LACKING WATERY _ _ , .i ~ r _ _ 7CKING WATERTIGHT I r j~ _ ~ i , _ ; -__:'-.;PROPOSED-15~ SAN SV~i:!% ` ~ I I FRAME AND GOVER j ~ _ 1 ~ o I 1 - - - --r ' I AND COVER TP #38251 - jf ' ~ i - - ' ~ 1 '6 I r I I ARMORFLEX (OR EQUAL) GREENVlLLE HOUSING AUTHORITY ~ ? 1 _ - - - - - - _ _ ~hA~f=PROPOSED 15 GRAVITY SEWER ; ~ ~ i 1 t . I 1 . ~ - - - I i , - - ~ - ~ - ~ - : I PROP05ED 24 FORCE MAIN BLOCK TYPE 30-S D.B. Q-36. PG. 162 r 1 1 r - PRDpOSED MASON~tY _ _ - r-- --15_()FF-EXISTING GRAVITY SEWER ~ I I, , r i i _ i'..~~ _ ,-WAYERITIGHT PLUG T1~P""~~ _ ~L: % ~ 4,',1(15 OFF PROPOSED GRAVITY SEWER) SHALL BE 25'x30' rr ~!i r ~ r - t` ~ - - - _ - ~ ~ _ . PROPOSED 30' `,`,1SEE DRAWING FM 5 _ ~ . - s~ _ - ~ " ~ PERMANENT EASEMENT--~ / PERM NENT EASEMEN ~ - - ~ , , - ~ - ! ~ ~ SEE~ENL7IRCED~=.CONNECTION FlBER FlLTRATION O Oq _ _ it ~r,..,.,. ~ _ , - ' . ~~~_T~11:-Ntl:`5~-0R~IWING~-C~7 - 22 - rr - - - - FES 0227039 - ~ - INV12.27 r -r ~ ~ i .:.R,_ / - 380 ` _ _ . ~ x~, ~0 . - - - - ~ ~ ~ " ~ ' ~ • P OPOSED 24° FORCE MAIN ~ ~ R - STABIIJZED OU - F -~1L~~:--~~- .~(15' OFF PROPOSED GRAVITY Ste) _ ~ _ - _ M . ; - - ~_-::_ANiI-SEEP COLLAR,=~-~_-~_,-_.m='', ,FENCE, TYP,~ ~ • ' ~ • ' ~ ~ DRAWING FM 5 - - , , e_.,~- N 5WR- r t _ - 2 _s - - - - 1 ySEE DETAIL 227024 • • ' ~ ~ ~ ' ' j 0227O~R . " . 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SWR E~p NT ~ /4 1~~. - , / r` ,f ~,\~r ~ N40 55 2r55~94 -f~_ I .t ~ - ~~s7,. •r TOP 23.46 r, ~ 1 ~ t- PROPOSED MH 4 ~ _ _ r 'o ~ _ - ~ INV r.7s (1a s) ~ ~ _ ~ " I _WITkI-tflCal G WATERTIGHT - ~ ~ . - _ . ~ INV 1 ~.81 (21 E) ~ 4 '~i I I U ; ~ FRAME AND COVER WITH VENT,.~.._ r. ~ ~ ~ i r I I flgg511N S?W T( 51IN S?W TO BE ~ ~ ~ ~ EErE RGEO~°~ ONNECTION - - _ ~ ~ ~ INV 15.68 (21 W) ! r I I A9AlI IN PLA , ~N ~N PlA ,AERIAL ; ~ _ r~ ~ ~ (DETAIL ~o: fi~.OR'A4NNG C7 d j ~ l i ~ ~ I s~cnoN Pins JINN PIIES Bf REII ~ / / QVEO ~~'~~20 RCp ~ ~ ~ i ! ~ 1 I € I ' f f 1 1 1 3a oRAfNAGFa / ~ j l INAG I / ! = ~ - T~ #38251 TP #78566 I , _ ~I `NTJ ..J~`- ~='~rv -.'~1.^` ~ ~ ~ G~I"ENVILLE HQUSING AUTHORITY e ~ ~ . UNIVERSITY MEDICAL PARK NORTH, ~ y s ~ I r r -f ~-~.B. Q-36, PG. 162 LLC t [ ~ 9 c!%~~~p`~9 1 / ! j I y ~ r / . ,,.yINVx 15. TF #78565 D.B. 71. 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HTT 1817 Z Environmental Engineers & Scientists F CONNECTION DETAILS THE ORIGINAL NUMBER NUMBER NG T REGULATORY APPROVAL IN~~ ~ G'INE~ ~ 4011 WestChase Bled, Raleigh, North Carolina 27607 WESTSIDE 1 1/1 1 W&S N L. ~ y0 MAS ESTSIDE INTERCEPTOR AND FORCE MAIN DRAWING. I C6 NO. ISSUED FOR DATE BY APPROVED 't yl/ I /I I 'F " P'^' ^ 'F "`ITO`311n1 AI `311n1 f11`r"'"` P ^ 1%SP-TP0- 31101-Phi \31101-'1\nRAWINr'\' \FXISTING PRnPFRTY \R' •\31101-001 FM TA HT\LTD\31101-RAL\31141-0011MAWINGS\bases\SP-LC SHEET OF XX -17- / r 'i.. 5D' "5 ~ ~ ~ ARMORFLEX OR E UAL . I, r ~ - - - ~ Q ~ . }l f ' I %I a / y ~ a r~f ` 1~ ~ ,k BLOCK TYPE 30-S J _ _ r ~ , V• - i r ~ J ~ f~Y - I I - ~ sHAU. 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TYP ---r:..-----------a _ANHO ~-r3~`~ OvINVE T'S,_ ,.,~~~R -1--- PILES-~ OF~ _ ~ I - ~ _ ,~.R I~ ; I ~ ~ I S D - I ~ - SE~ DETAIL 6/D7 \ _ _ I ~ _ ; i ~ I : ~ ' - , ! i i a I I. . L . ~ ~ ~ a ~ _ . _ ~ - ~ _ . _I _ i ~I Y I _ ~ I I - .------I I ~ . I~ 79.-------- . _ .I_ - ~LL m~~.._-_._. I I E f ~ - - ~T I ~ ~ I I I - - . ° I i i _ - - --...L,.--- ~ ~ , , I + i I~ ~ ~ ~ I ~ ~ ~ I ._.J _ err - - ~ i- 3 ~ i fi I I ' ~ ~ ~ I ~ ~i I ~ I - I _ ~ i I I ~ I ~ j ~ - I i I F ~ _._._._.._w.' l i E i 0 I it _ - _ _ z~ _ I ~ I ~ i 0 0 i k 3 i i I ~ - - ' ~ ~ ~ i I ~ I 0 -0+50 o+aa 0+25 0+75 50+50 51 +00 52+01 52+00 53+00 53+50 PROFILE PROFILE ~OFILE ' HORZ. 1 °=20~ HORZ. 1'=20' ~Z. 1'=20' VERT. 1 "=4' VERT. 1 "=4~ RT. ,'=4' FINAL DESIGN ~ NOT RELEASED FOR CONSTRUCTION DESIGNED KMD ~ cARo ~ cARo ~ ~ REENVI ~ (i ~ (i GREENVILLE UTILITIES COMMISSION SHOWN 6ELOWR Hp& S JANUARY 2011 DRAWN TDH 0 ~ssi 'L o ~ssi _ - - _ ~oF ay9~ ~ ~ ~oF o~q 9 ~ ?7T~11T ~ 11TH ~~T~mn ~iTV nl~ r,~ TV ll~' (;RFFNIIII I F tilnRTU f:IlRlll I~IO w.,~ A 1-AAPI'1 MEASURES ONE Nur~eERJae 31101-001 VI %AN IL.L.1. V IL.L.L.S I.VI l 11 l Vl ?1 IVLdI.! \ L ILANbLU CHECKED r S, S 181 ~ ~or~ INCH LONG ON CONTRACT DRAWING z Environmental Engineers & Scientists ~ PROJ,ENGR, HTT E~~ ~v NGIN4011 WestChase Blvd Raleigh, North Carolina 27607 CONNECTION DETAILS THE ORIGINAL NUMBER NUMBER NGIN qN a ti 4~ WESTSIDE 111 1 REGULATORY APPROVAL 1 11 H & S ` S\ OM A 5TSIDE INTERCEPTOR AND FORCE MAIN DRAWING. 1 C7 NO. ISSUED FOR DATE BY APPROVED SHEET OF X x 20110121 2:01P 0:\31101-RAL\31101-001\DRAWINGS\Civil\GS-C7,dwg By.THETRICK Last Saved By thetrick XREFs- H: \LTO\311 01 - RAL\31 101 -0 01\DRAWINGS\bases\EXISTING,..\001\SP-TP,0:\31101-RAL\31101-001\DRAWiNGS\bases\LXISTING PROPERTY,,,\misc\31101-001 FM TB,O:\31101-RAL\31101-001\drowings\bases\SP-EC _ I 1 ! ~ p 1 r - t I 1 I ~ PROPOSED CONNECTION } CONNECTION TO ~g ` ` _ _ ~ ~ WESTSIDE INTERCEPTOR, I INTERCEPTOR, ~ . , - sEE DWG cs , - Cfi ~ r ~ r I ~ r r r -r I I i r REM VE FENCE , 1 r ~ f~~ - - .r._REM~VE 9 f: ~ ~s¢ d ~ ~REI~~VE 9-, - \ PLUG, TYP _ r 1 _ 3 3 i 1 - ~r dl -7..,.~-- REMOVE POWER PO ~ ABANDO~J II -ABANDO~ IN 9` r - I t PLACE PLACE ;l I t' r ;f I l ,F~ ABANDONMENT OF EXISTING PALADIN PACE SANITARY SEWER PIJ~IP STATION REMOVE LIGHT P ~ REM~VE ~ _ REfd~VE Q`~ ' ~ THE EXISTING PALADIN PLACE SANITARY SEWER PUMP STATION WJLL BE ABANDONED ACCORDING THE FOLLOWING DEMOLITION - - 3..: E r ! ~ - - - " PROCEDURE. REMOVE LEG ICAL PANEL ,~i r r 1. THE FOLLOWING EXISTING MATERIALS AND EQUIPMENT SHALL BE REMOVED AND SALVAGED TO GUC. I f s' r -PUMPS, MOTORS, BASE ELBOWS, GUIDE RAILS, AND RAIL BRACKETS. 1 ~ < -VALVES, YARD HYDRANT, BACKFLOW PREVENTER, AND ENCLOSURE, 1 - . rF ~ -ELECTRICAL SWITCH GEAR, INCLUDING COMPLETE CONTROL CABINET, LIGHTS, PANELS, ENCLOSURES, f ` r / f 3 : ~ I ' ~ DEVICES, AND METER. f" . k~ ~ ~ -AIR-VACUUM VALVES ON FORCE MAIN. ~ k~ ~ ~ -ELECTRICAL CABLE TRAY SYSTEM WITH ALL ACCESSORIES. i s ~ ~ 1 a~ ~''r -DIESEL GENERATOR I s ~ ~ i I ~ r i . - . e 1 ~ - d _ . r i - - _ 2, ALL MATERIALS AND EQUIPMENT SALVAGED TO GUC SHALL BE DELfVERED TO. SCHEDULE DELIVERY TIME WITH LIFT STATION ~ i ~ a r~, f' SUPERVISOR, ~ ~ ?I ~:3 f f r~. 3. ALL MATERIALS REMOVED AND NOT SALVAGED TO GUG SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND i r' 1--, I '"1 - I r r SHALL BE REMOVED FROM THE SITE. r~ \ ~5 w ` 4. ALL PIPING, WIRING AND CONDUIT THAT IS LOCATED LESS THE 3-FEET BELOW EXISTING GRADE AND/OR PRE- EXISTING CONTOURS SHALL BE EXCAVATED, BROKEN DOWN, AND REMOVED. PIPING, WIRING AND CONDUIT n 1. ~ J ~1 3~ LOCATED 3-FEET OR MORE BELOW EXISTING GROUND AND/OR PRE-EXISTING CONTOURS SHALL BE ABANDONED IN ,3 e' PLACE. THE ENDS OF ALL ABANDONED IN PLACE PIPING AND CONDUIT SHALL BE PLUGGED AND SEALED V ACCORDING TO GUC SPECIFICATIONS. 0' REMOVE PUMP STATION d' f r r i f r i ~ °r E}fISTING 4" Ftd TO BE r 5, ALL WIRING SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOI~ED FROM THE SITE. ,r ' ABANDON IN PLACE 6. EXISTING PAD MOUNTED TRANSFORMER IS THE PROPERTY OF THE ELECTRICAL UTILITY AND WILL BE i r yr ~ t a REMOVED BY OTHERS. THE TRANSFORMER PAD SHALL BE REMOVED AS PART OF HIS CONTRACT. THE CONTRACTOR UNDER THIS CONTRACT WILL COORDINATE THE REMOVAL OF THE TRANSFORMER WITH THE ELECTRIC UTILITY. t l a' ~ 1 10'-12~ GRAVEL 1 f y ROAD TO REMAIN r 7. EXISTING CHAIN LINK FENCING AND POLES TO BE REMOVED. EXISTING GATE TO BE SALVAGED AND TRANSPORTED - f J r TO GUG OR AS DIRECTED BY THE ENGINEER, r ,i'` t; y _ 4 1 1 ~ 8. WET WI=LL r ~ n - REMOVE ALL EQUIPMENT, CONTROLS, WIRING, PIPING, AND ACCESSORY ITEMS FROM INSIDE THE 1 1 d r s i - p ? 1 - ~ I r EXISTING WET WELL AN6 SALVAGE MATERIALS AS INDICATED ABOVE. i - Fs r -EXCAVATE, REMOVE, AND PROPERLY DISPOSE OF THE EXISTING CONCRETE WET WELL COMPLETE, TO r WITHIN FIVE FEET BELOW EXISTING GROUND AND/OR PRE--EXISTING CONTOURS. ~ i - i - 1 - BACKFILL AND COMPACT EXCAVATION ACCORDING TO GUC SPECIFICATIONS, I - ALL INFLUENT AND EFFLUENT PIPES SHALL BE PLUGGED WITH WATERTIGHT MASONRY. 1 ` 1 - ~ - THE WETWELL WILL BE FILLED WITH NON-COMPRESSIBLE MATERIAL (#67 STONE OR A5 APPROVED BY ~ ~ ! 1 i , r ENGINEER), - f r ~ 1' r r 9. VALVE VAULT & EMERGENCY PUMP CONNECTION: J~ 1 F .,s " 1 - REMOVE PIPING AND VALVES. SALVAGE ITEMS SPECIFIED ABOVE TO GUC. ~ l ~ 1 1 1 r~ - EXGAVATE AND REMOVE PRECAST VAULTS IN ACCORDANCE WITH GUC SPECIFICATIONS, - BACKFILL AND COMPACT EXCAVATION ACCORDING TO GUC~S SPECIFICATIONS, 10. BACKFLOW PREVENTER AND YARD HYDRANT: 1~ - REPROVE YARD HYDRANT, BACKFLOW PREVENTER, VALVES, PIPING AND ENCLOSURE. SALVAGE ITEMS / i' SPECIFIED ABOVE TO GUC. - REMOVE CONCRETE PADS. 1 ~ 1 - REMOVE RISER PIPING TO DEPTH SPECIFIED ABOVE AND CAP PIPE TO BE ABANDONED IN PLP.CE. ~ ~ i ~ 1 - DISMANTLE EXISTING WATER SERVICE OFF OF. ' - DISCONNECT AT MAIN. RETURN METER AND OTHER FITTING TO GUC. - ~ 1 r ~ { i ~ / r' 11, ABANDONMENT OF EXISTING FORCE MAIN i ~ i ; ~ i I` ~ f f ~I - CUT AND PLUG ABANDONED 4° FORGE MAIN PIPE. - -EXISTING FORCE MAIN PIPE TO BE ABANDONED iN PLACE. f - _ J ly -ALL PIPES SHALL BE PLUGGED WITH WATERTIGHT MASONRY. \ - ~ _ } J'. _ 12. ELECTRICAL: Y " I -REMOVE ALL ELECTRICAL 5WITCHGEAR, PANELS, CONTROL CABINET, CABLE TRAYS, WIRING DEVICES, / ( ' L , METER AND ABOVEGROUND WIRING. SALVAGE ITEMS SPECIFIED ABOVE TO GUC. ~ l - REMOVE RACK AND CONCRETE FOUNDATION. - ~ - PALADIN PLACE ,,y , °y z~ 1 I s i r. t I ` i DEMOLITION PLAN ~n=~~~ FINAL DESIGN m NOT RELEASED F®R CONSTRUCTION THE SCALE BAR DATE JANUARY 2011 DESIGNED KM~ ~ cA~a ~ ~ARa ~ ~ GREEN GREENVILLE UTILITIES COMM[SSION SH04~J BELOW ~ ~ DRAWN TRH 4 FESSI~ ~ FESSio y H ~ s ~QB 3~ ~ 01 ~a01 _ ~o 9 ~ ~o ~ ~ rznT?T ~ ~?Tn lit~rmn rlTV n~ r; ITV n~ rRFFnlvn I ~ I\InATU r_eRnl Isle ~ , ~ . ~ b a~, ~T. tee.,. ~ PLEASURES ONE NUMBER Q` < Q~ < v~ i i vi WESTSIDE u I 01 1 1 VI LA! ILLI'l Y ILL-Li i 7V1 1 1 1 I W"l &WI-11., I rALAUIIN rLAUL rUMr 5 I A I IUN INCH LONG ON S A CHECKED CONTRACT DRAWING 1 6 Z Environmental Engineers & Scientists DEMOLITION PLAN THE ORIGINAL NUMBER NUMBER PROJ,ENGR. HTT o r NG E~~ LNG ~ IN 4v AN ~ 4011 WesfChase Blvd, Raleigh, North Carolina 27607 9 ~ l P o REGULATORY APPROVAL 1/11 1i& S N ~ yO ~ 1 S MAS :STSIDE INTERCEPTOR AND FORCE MAIN DRAWING CS err NO, ISSUED FOR DATE BY APPROVED Z SHEET OF XX 20110121 2:02P 0 \31 101 -RAL\31 101 -0 01\DRAWNGS\Civi1\GS-CB.dwg By,THETRICK Lost Saved By. thetrick XREFs= 0:\31101-RAL\31101-001\drawings\bcses\EXISTING,..\001\SP-TP,O:\31101-RAL\311 01-0 01\DRAWINCS\boscs\EXISTING PROPERTY,.,\rrisc\311 01-001 FM TB,H:\LTC\31101-RAL\31101-001\DRAWINGS\bases\SP-EC ABANDQNMENT OF EXISTING WESTSIDE SANITARY SEWED, PUMP STATIGN THE EXISTING WESTSIDE SANITARY SEWER PUMP STATION WILL BE ABANDONED ACCORDING THE FOLLOWING DEMOLITION PROCEDURE. 1, THE FOLLOWING EXISTING MATERIALS AND EQUIPMENT SHALL BE REMOVED AND SALVAGED TO GUC: - PUMPS, MOTORS, BASE ELBOWS, GUIDE RAILS, AND RAIL BRACKETS. ~ ~ VALVES, YARD HYDRANT, BAGKFLOW PREVENTER, AND ENCLOSURE. i ~ - ELECTRICAL SWITCH GEAR, INCLUDING COMPLETE CONTROL CABINET, LIGHTS, PANELS, ENCLOSURES, i l ~ ( ~ ~ ~1~~'~ _ DEVICES, AND METER. I f ~ t - ELECTRICAL CABLE TRAY SYSTEM WITH ALL ACCESSORIES, ~ ~ f ~0 -AIR-VACUUM VALVES ON FORCE MAIN. -DIESEL GENERATOR ~ 'r r f I r r ~ i FlBER FlLTRA110N ~ - ~ ,.,~~7 ~ 2. ALL MATERIALS AND EQUIPMENT SALVAGED TD GUC SHALL BE DELIVERED T0. SCHEDULE DELIVERY TIME WITH LIFT STATION TUBE (FFT), TYP ~ 'V~ SUPERV[SOR, ~ . ~ ~ 0227039 ' j ~ , ~ ~ PROP WEST~DE ~ osED 3. ALL MATERIALS REMOVED AND NDT SALVAGED TD GUC SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND F f , ;t-_-.. - INTERCEPTOR, SEE DWG C7 i A~` SHALL BE REMOVED FROM THE SITE. j,. 4, ALL PIPING, WIRING AND CONDUIT THAT IS LOCATED LESS THE 3-FEET BELOW EXISTING GRADE AND/DR PRE- r r\ ~ r aj SILT FEN(, ' . x~ . " ~ ~ ~ j EXISTING CONTOURS SHALL BE EXCAVATED, BROKEN DOWN, AND REMOVED. PIPING, WIRING AND CONDUIT a ~ ~ ~ 02~ v.~'`~~ ~ LOCATED 3-FEET OR MORE BELOW EXISTING GROUND AND/OR PRE-EXISTING CONTOURS SHALL BE ABANDONED IN , MH TO REMAIN i ~ PLACE, THE ENDS OF ALL ABANDONED IN PLACE PIPING AND CONDUIT SHALL BE PLUGGED AND SEALED i ACCORDING TD GUC SPECIFICATIONS. v\. - r ~ ~TA9ILIZED OUTLET, FOR SILT _ , -_...--.-,y-•~ ` r ; ~ ~ FE CE, TYF' _ _ ~ - , 5. ALL WIRING SHALL BECOME THE PROPERTY 6F THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 0 27024R ' , ~ TO BE ABANDON IN PLACE, ~f'~ ' ~ ' TH FLOWAB - ; ° ~ ~ ~ FlLL WI LE FILL 6. EXISTING PAD MOUNTED TRANSFORMER IS THE PROPERTY OF THE ELECTRICAL UTILITY AND WILL BE REMOVED BY OTHERS. THE TRANSFORMER PAD SHALL BE REMOVED AS PART OF HIS CONTRACT, THE a ~ - r,,. CONTRACTOR UNDE4 THIS CONTRACT WILL COORDINATE THE REMOVAL DF TIRE TRANSFORMER WITH TIME ELECTRIC UTILITY, - \ - ~ " , ~Q , v_ F'. _ . 7. EXISTING CHAIN LINK FENCING AND POLES TO BE REMOVED, EXISTING GATE TD BE SALVAGED AND TRANSPORTED _ _ _r.~~Y 0, TO GUC OR AS DIRECTED BY THE ENGINEER. - 8. WET WELL - REMOVE ALL EQUIPMENT, CONTROLS, WIRING, PIPING, AND ACCESSORY ITEMS FROM INSIDE THE ~ ~ R. `1,~, w~.~. ` _ EXIS'T1NG WET WELL AND SALVAGE MATERIALS AS INDICATED ABOVE, ~ f . ~ - IS11NG 10 FM TO BE ~ d: - EXCAVATE, REMOVE, AND PROPERLY DISPOSE OF THE EXISTING CONCRETE WET WELL COMPLETE, TO ANDON IN PLACE ~ : ~ ; WITHIN FIVE FEET BELOW EXISTING GROUND AND/OR PRE-EXISTING CONTOURS. REMOVE - BACKFILL AND COMPACT EXCAVATION ACCORDING T4 GUC SPECIFICATIONS, LT AREA ~ ASPHA - ALL INFLUENT AND EFFLUENT PIPES SHALL BE PLUGGED WITH WATERTIGHT MASONRY. Y. - THE WETWELL WILL BE FILLED WITH NON-COMPRESSIBLE MATERIAL (#67 STONE OR AS APPROVED BY \ LI MH, ABANDON IN PLACE -1 ENGINEER). ~ ~ ~ ~ r, ~ is _ EXISTING 8 SAN. SWR SWR 9. VALVE VAULT & EMERGENCY PUMP CONNECTION; ' TO REMAIN IN SERVICE VICE PLU r'`~ G, TYP - REMOVE PIPING AND VALVES. SALVAGE ITEMS SPECIFIED ABOVE TO GUC. f, .f . - EXCAVATE AND REMOVE PRECAST VAULTS IN ACCORDANCE WITH GUC SPECIFICATIONS. - BACKFILL AND COMPACT EXCAVATION ACCORDING TO GUC~S SPECIFICATIONS. ~ REMOVE 10 -12 _ ~ REMOVE WATER BACICFLOW -ti.. ASPHALT DRIVE - PREVENTER 1Q. BACKFLOW PREVENTER AND YARD HYDRANT: REMOVE BRICK PUMP STAl10N ~ TEL PED - REMOVE YARD HYDRANT, BACKFLOW PREVENTER, VALVI=S, PIPING AND ENCLOSURE. SALVAGE STEMS SPECIFIED ABOVE TO GUC. - REMOVE CONCRETE PADS. 4.` - REMOVE RISER PIPING TO DEPTH SPECIFIED ABOVE AND CAP PIPE TO 13E ABANDONED IN PLACE, JJ - DISMANTLE EXISTING WATER SERVICE DFF OF. L ; ' J f \ t~\ - DISCONNECT AT MAIN. r - RETURN METER AND OTHER FITTING TD GUC. t1 REMOVE B' CHAINl1NK FENCE ~ ~ , ` - ~ 4 11. ABANDONMENT OF EXISTING FORCE MAIN 11 .~r1 i REMOVE POLE AND ANTENNA REMOVE LP GAS TANK r, _ - CUT AND PLUG ABANDONED 10" FORCE MAIN PIPE. - cXISTING FORCE MAIN PIPE TO BE ABANDONED IN PLACE. - ALL PIPES SHALL BE PLUGGED WITH WATERTIGHT MASONRY. _ _ 12. ELECTRICAL •~.,k ~ 'ti _ MH TO REMAN RIM TO l i BE FLUSH WITH GRADE / -REMOVE ALL ELECTRICAL SWITCHGEAR, PANELS, CONTROL CABINET, CABLE TRAYS, WIRING DEVICES, A ~ ~ METER AND ABOVEGROUND WIRING. SALVAGE ITEMS SPECIFIED ABOVE TO GUC. ti ~ -REMOVE RACK AND CONCRETE FOUNDATION. ~ - l ~ F ~ f £p' - / r°dp > d a y a~ E t 4' - fr A' 91~ 1 1 ' L!\/~ fr P i - ICI' I. ~4 { V\~Il A' r « / ~ . ~ fYY~ !V ,jy MH TO REMAIN IH TO REMAIN, RIM TO V ~4L BE FLUSH WITH E FLUSH WITH GRADE ~ ~~,r ~ ~ .E a i f I 1 r ~ 3 k r r n r h~ - . _ ' j l 1 DEMOL TION PLA 1 °=10~ FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION DESIGNED KMD THE SCALE BAR DATE JANl1ARY 2011 ~ ~aRO ~ CARo ~ ~ GREEN ~ ~i ~ ~f GREENVILLE UTILITIES COMMISSION SHOWN BELOW H & 5 JOB {{ins{ n i ~o~~,~~~ TDH .0 ~F~.Sr~~'L_ .0 _~F/~s~'G TT . _ . _ n! . . ~.r.rvinrr nr.ir ~1 Ii11 ~1I~1 unnrr v 11:z- ~0\ "Y 'C ~U - V~'9 U I 1 LI MtH~UKt~ VIVt NUMtikk " ' ' Q Q a WESTSIDE PUMP STATION INCH LANG ON CONTRACT DRAWING CHECKED S A HAZEN AND ~AWER 7 2a~~ 1 8 2 7 kf z Environmental Engineers & Scientists PROJ.ENGR. HTT F F DEMOLITION PLAN THE ORIGINAL NUMBER NUMBER NGfN ~ w NGIN4011 WestChase Blvd, Raleigh, North Carolina 27607 q ~ .T P o WESTSIDE tESTSIDE INTERCEPTOR AND FORCE MAIN DRAWING, 1 C9 N 1 REGULATORY APPROVAE. 1/11 H&S S y0MAS e N0. ISSUED FOR DATE BY APPROVED rr f Z SHEET OF X X . 'T I , I , . 'r r'3nn, Ai 'ill n1 nn` `F' "1II1" %11W TPn'311n1 A1'311n+ nn1`r1°A1"`"Q\ -\F' -TIN-Pf nFRTY \m' -\31101-m1 PA TR.H:\ITO\.31101-RAI\311o1-nRt\nRA°'%"'\, \SP-Fn - t`~ ~ NOTESo ~ _ `~ti WETLANDS ~ ~ ~ TP #22731 _ _ _ - :-r...~.~ PROPOSED 10' i CITY CF GREENVILLE PERMANENT EASEMENT _ D.B. 553, PG. 421 - - ..AIL-' Y~.~ r _ _ ~ y ` 5TA 1+83 ' ~ - ~ ARMORFLEX OR EQUAL PROPOSED 24' DIP FORC~•MAIN ~ PROPOSED 22.5' BEND ~ . ( ) , IAIN ~ STA_~7~~0~~~-°-~-~~-- J~. Y- ~-~._,_~_°~STABILIZED OU1LE~ FOR SILT°--~_ - STA 1+36 " ~ ~ ` • . , ~ • BLOCK TYPE 70-T 151 OFF PROPOSED .Gf~AVITY SEWER 1,. ( ) -PROPOSED~i1:25 +22.5 1__..,__..__---- ~ o ' SEWER) _ = -"PROPOSED h~ANl1A~-AIRIRELEASE~~~-._.__FEN(~; TYP~~~.t PROPOSED t0' - - `.._,.._.-SE-E (~C"STANDARD S-1~--- _ PER~'ANE~~.F~IENT 1 1 ~ ~ M SHALL BE 10x12 - - - - COMBINATION BEND SEE DETAIL X X - ~ ~ - F. s - .~r -022 oz~R~~~4 - _ I, ~ _ ' J- sr- , - ,.:~t - J. - y ~ - : ~ - ~ti :1 ~ , ,~.a _ -r u J + + ~ J - rte- + + + + + % + r. / J . L .vim ~~1~ • `F f'~~~ ~~'~~w,.. d,,,~.~ s _ ; _ _ . - - _ + - - - _w-~-- ~ - ~~.,-~IL.~ - - - - - - - - _ r.~, - . _ - - - PROPOSED 30 - ~ - _ _ . ' - - - - . , _ _ ~ _ ~ ~ . _ - - - ~ i _ - _ - r _ _ _ ~I:~ - - ~_~w _ PERMANENT E - , _ ~ -~~I ~ - _ - _ _ ' , ~ ~ f , _ F'WODD WAL•~ \ ~ ~~r n~ ~-°..t::.~,~ '1 ; , ~ NV, 22,75-_.~ ~ _ A~EMENF, ~ ~ ' - ~ - f ~ • ~ v ~ --~'I- ' L ~ f ~ ,r - - _ _ ~ o-i ~ _ -I I ~ ( ~ , _ a:~ _ _ - . _ _ _ _ RETAINI I _ o, _ ~ ~ : : ~ _ ~ - _ . _ u . I r. WALL" _ 1 ~ _ _ 1 _ v. ~ , ~ - _ , " _ _ .-n ' r - _ ~ T , _ `EXIS? 3 ~ SAi~- ` - _I1~~-. _ r,.~ , p ~ ~ - - K ~ ; r _ ~ - - _ ; , _ ~ X - - ^ i.z y f, - _ - Woop _ - _ -'PROP -D~21 ~I'1Y~ .f - _ 1.~. it , _ v - - - EXIST 3 SAN SWR - - " ~ Ja,.. _t.. , ~ - -SEE=DR - ' , ~ - , ~ ~ TOP 3 _ _ i, . - _ -1 l ~ EASEMEN~'~ 0.90 - ~ ~ f - - _ - ~ - N - I X _ _ ~ ~ I ~ / INU 21.05 ~1 - _ „ , _ _ _ /f ~ JI ~ FENGE~ I Ir-. \ 1 ~..~.3 _ ~~i~.-'i^.: N y.- J ' , 114 1.14.. . x _ 1 1 - 11., ~~,,r 1 1 ! J Vt _r : NG 1 ~ ~ ~ )I ~t ATTI RECM TYP - ~4 ~ ~ f - - ~ ~ h ~ I~ t ~ 5 . ~ . ~ 1 - BER FILTRAiI - ~ ~ ~ ; : ``I ~ ' ~ I ~ ' TEMPORAR AVEL i f 1 I , ; ~ ~ ~ ~ ~ ~ ~ 0227039 ~ ~ if 1 1 - ~ ~ 1 I , ~ ~ :%CONSTRUCTION TRANCE, TYP r. - - ~ ~ 1 ti ; : - _ ~ 11, ~ , 1 ~ ~ 02577a1R ~ / ra ~ ~ - r~ ~ V , 1 r ~ ~ / _ fir` ~ 1 4 u ~`E I't 1~, E I , e - I 1 ~ 1 ~'1 1 1 ,~1 ~.1 1 ~ , ~ ~ .r 11 ~ ~ - 1 1!, 1 R I~ 11 I~y~,~ , 1,-:: ~ ~ i' r _ - - _ INV 25,74 ;r 1 1 t:_1~ ~ ~'~,~1,, a,~ 1 ~ r` PALADIN PLACE, 5EG 2 ~ 1 ~ ~ .1 ~ 1 ~ i 1 ~ M.B. 45 PG. 1 fi 1 ~ ~ . ~ ~ y i~ ~ , ~ 1 ~ - n ' _ PROPOSED WESTSkDE ~ _11'~ ' 1 1~ II s '~i h:'~'~ ,J ` 1 1 _ i,~ r ~ REGIONAL PUMP ~ _ . _ - ~ ; ~~l , 1 , p ~ ~ ~ 41 ~ i 1 S ~ ~ ~ /r ~ ~ STATION (SEE ~ ~ \1 , z - j D d. \\N, ~ ~ 1 CONTRACT No,2) ~ ~ f - ~ . - r , 1,~~ 1 ; - • 'F.~ ° i" _ - i ar~~ ~Sa ~~,~4 ~ ~ 1 1 ~ i ~ t~ i : g ~ rt3 ~ ~ 1 \1;, 1 ~ ~ 1: 1~ - J~ - I ~ , ~~o 1 II ~ ~ ~ : / ~ I k 1' 1 ~ iti~ ~ . lv f ~ 1 1. 1 l ~ 1 E,i~ ~1 ~ 1 ~ ~ S ~ ! ~ t '~1~ '1E 1 'q. 1 , ~ ~!,1 . ~ ~ ~,r~ ~ ~ '~1 1 1 ' : ~ _ tS'~~ ~ I 't E ' E:rt ~ d i~~ ,1 1 ~ 1 ~ ~ I 1 ,~i + :r 1~ 1 ~ ~ ~i i 1. 1 , ~ i3 ~ ' ~ ~ 4, i 1 i + 1 y ~ 5 ~ 1 ~,1 1 i ~ ~1~ - - _ ~ PLAN 1 ~=401 ri f s i ' p i c~~ i , , I i i I I ~ I! i i~ s I I I I I~ I~ i ~ i I I I I I [ I ~ ~ I I I I I I I I - -I I I - i--- -i-- _ ~ - I , 1 ~I I - i I' ' I .1 I I I ~ i . I, I I i 6 I ~ I I - ~ ~ i V { I ~ i i I ~ P, I ~ ~ i s I I i I s ' I ' O E I i , ~ ~ , - ___.m-m- I ; E ' I ~yl ~ 1 ~1 I ~ ~ i I I I I ~ I _ ; i ~ ~ _ ~ ~ I ~ I + ~ I 1 I_ ~ I . _ ~ ~j ~ 1 I' I ~ ~1 f I I 1 m I i ~ I ~ I I f r ~ ~ I ! . 1 ~ - ! _I - - _ . _.r :...I_ - _ - r--- _ ~ _ _ E ~t~ _ ~ . I i ~ ~ ~ F ~ ~ ~ I , M~ , I I I r ~ L.: L ~ I I Q I ~ 1 I I I_.~-.~I ~ ~:_~_I _ 1..,__~._~- I__- _--__.____J_. ! f_..___ _I~.~~_._..__.~~ ~I_.:.:: i I ~Qm I oj- ~ i h I I i~ ~ I I I ~ E ~ s i~ l _ I I I I I II I f ~ I _ _ J ~ ' 4ir•..'~r-.- k ~ I ~ '~~I -f..,, ~ I IE ~ f 1 1 ~ I ; ~ I I I 1 ~ I I I _ - 3 I ~ ~ 9 ~ . _ _ . I I I I ~ ~ ~ . ~ ~ I I ~ i- , . _.L _ - I ~ _ . I ~ , ~ i I " 4 ~I I I a I I I I I I I I + . _ _ ~ _ _ _ 1.- . 9 i I _I_.....:-I ; -I_- _ - ~ ~ - - _ _..I _ L - - ~ - - "-I--~-~ ~ , I ! I , it , ; I I I I I ~ I I i Z~ I' I I i I I ~ _I II II i I i ~ tl I I I ~ l i - i i Iii I, i I I I I i ! 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I -_i._____w_~___ t - ~ , I - 1 ~ I + i ~ ~ i . h... I I ~ ~ I ~ ~ - ~ - . _ I ~ ~ ~ I . I~ ~ _ ° ~ ~ - _I ; l , I? I: I, i i I I I I~ I I ii I I I ; I i''. i I I T I i :.I, I I f I I ; I EXISTIN GR 16E ' I I ~ I I I I i ~ r ~ I i I _a_ i • i E I I ~ , ,q I - , _I_ : _ _ , - ~ - ~ ~ I - I I---- ~ ,1- , , I I. I I I I I I ~ I I 'I I ~ ~2 I I I I I. I _ L. L.., - - _ F I I i I i i ~ I ~ I I I i ,'LI I I I_, 1....,.i ; . . ~.y_ _ _ z _ i ~ I~ ~ I I I i I~ I I I I I- i- I I ~ - - - - - - - ~ ~ _ _ _ I-- - - - _ _ I I E I I - - - E l I I ~ ~ I - 1 ~ i I I~ f ± - - ~o !,',r F'23 _ _ _ - - - ~ ~ I I I_. I ~ I I I I ~ ~ I ~ ~ ~ ~ ' ~ `i I I I I 1 ~ I I I ` i I, r ~ I_.__. - L._. - _ . ~ _ ....L.. _ - - - - I I i , I I ~ , I I i I I~ ~ IL._ I I I I ~ I I I ~ i~ 15 RCP I ~ I ~I~ I ~ 4 - ~ , ~ ~ i _ ~ i ~ ; ;I ~ ~I~ I I, I lil I ~ I ~I i E~~e - i ~ i ~ I I I I, I I I u I! ; I I ~ i 1. I I I ' ~ I I I I I, I I I ~ f , I _ I I , L I I _ ~ ~__m . I i _ ~ . _ I ~ I I I . I I I ' I 3 i I ~ I i I I I I L - ~ J. I I I ~ I _I ~ I I I ~ - ---I- - - - 1- - I ~ _ I . I-I___ L - nn --I---_~ ~ - - - - , - - - - - ~ - - i I ; 1 k i ~ - ~-r-----I ! I I ~ I I ~ ` , I , i i I i E + ' ~V~ M IN I I ~ i I I I ~ , I ~ I I I i I I I ip I~IN I ~0O~ ~ i I f~ g I ~ I I I I I ~ I , I I--'-I-' , , I I I ~ P I I, I I I I I I _ - ~ ~ ~ ~ ~ ~-I I ~ f I ; I i i I ~ I 1 I ~ ~ I J . I I , ~ . I~ I I I i I I I_ . I _ . ~ _ - - --I - - - - - . - - I - I I I, ~ ~ ~ I I - - I i I i € ! - - ~ I 1 I - - ~ ~ 1 I I I i I I i _ - _ _ I I I I I I r I I I I I I i_... - . i I . _ -I I , a__ N A~T_No 2__,_.ICO _TR CT No., ~ __._I__ ~ I E ~ . P11C PIPE i ~ ~ ~ , ~i LTT ~ ~E~ MAP ' ~ f - _ _ _ _ _ _ _ _ ~ _ _ _ ..._T I - - - I _..I_-_-I__ f-..._ .....__.I____.__- E i ' - - , I 'I I i I I I E I I~ 'I i i i'~ - I ; I ~ I 1~ I I i.__- ~i I . ...__i 'a I- n - ~ _ -.{.-.=I-- ~Ct~4NLM~~F CO'YF I ~ li I k ~ i- I I ~ I ~ ! E------I ._.._I ~ , -I . I _ - J-- I i_ -I - _ _rT. L_~_._~~~,__~-_.. , I I r I I I I~, _ I.. ~ I L... .I i ~ I i I € I I I I , I ~ ~ ~ I I ! - I ~ PR PO ED 21 SANIT _Y;.__._ R _ --i -I E __I 1__~: I_ __l.. I _ I , ~ - ~ I -~i... _ i ~ I ~ I ~ I I I I 1 _ _ - - E i ~ __-.I...... - - ~ I ._..__I - I O J ~ ~ E - y I I ~24~01~ I I seowccl I li I ~ I I I I I I I ~ ~ ~ i I I i I I I - I ~ 4 Y~ _I s ~ , ~ 85 IN I I ~ ~ FORCE MAIN , i I I I I I ! ~ ~ I I I f i l j 1 ! I I I I i l ~ I I I I j I~ I I I C I I ~ I ' I I 1,, I l i i ! I I ? ~ + I i Y ~ ~ i t ~ , I ~ ~ I ~ 1 1 ! I ~ I ~ ! ' ~ 1._...____._:_ I _.._I :._._.__RESTR. N D-.J01NT...PIPE_ _ 3.-_. -...-_.L._ I .-_._I_ . I_ _ I _ j L. ~ i ~ L ~ i s - i -i I ' i " ~ ~ ~ I I ~ I V I I I ~ I I i I I I I ..I i ~ I I . ~ I I 1 I ~ ill III, Il idl ~ I I i - II I I 5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PROFILE goo a+oa 9+00 ~o+oo ~~+oo ~g n1 HORZ. 1 T40 FINAL D~SIG~J n NGT RE~,~A~~D FGR CONSTRUCTION VERT. 1'=41 THE SCALE BAR I DATE JANUARY 2011 DESIGNED KMD ~ ~ ~ARa ~ ARo EENVI GR GREENVILLE UTILITIES COMMISSION PLAN AND PROFILE SHOIh'N BELOW ~ & S ~oB ~ o~-oat ~ ~ ~ E~ i o~ TDH ~ ES51o F~SSio ~ DRAWN ~ ~~4 9 ~ ti. TT ~ rr~n~?r ~ ~Tr ~><t~mn f`ITV Ins ITV n~ r;R~Gnnnl I ~ nlnRTU r.nRn~ inia ~ MEASURES ONE NUMBER Q~ Q~ viii v1 ui I I 1 VI \.AI IL.I~I~ Y I1..f,.L~ I\V~ t l ~ l Vr ?I lvLIRI ? CHECKED 11 PROPOSED 24° FORCE MAIN INCH LONG ON CONTRACT DRANNG THE ORIGINAL NUMBER NUMBER 8 z~ 2 Environmental Engineers & Scientists PRDJ,ENGR HTT NG~N ~ ~v ? NGIN~~ 4011 WestChase Blvd, Raleigh, North Carolina 27607 STA 1+24 TO STA 11+00 DRAWING. 1 FM 1 q o P N ~ 'l ~ STSIDE INTERCEPTOR AND FORCE MAIN 1 REGULATORY APPROVAL 1/11 H&S WESTSIDE IP L. S I~AS rl tia SHEEfi - - -OF XX ND. L ISSUED FOR DATE BY APPROVED ?`f T- I 7n11O121 2:16P 0,\31101-eal \31101-nf)i\BRAW]h"\Civil\FM-1 & By..JGRFFNF I 1 ° i' 'rick XREFs= 0'\31101-RAL\31101-001\drawings\misc\311 01-0 0 1 FM TB,,,\boses\LXISTING ,O:\31101-RAL\31101-001\ORAWI"GS\bases\EXISTING PROPERTY ,..\001\SP-TP,O;\31101-RAL\31101-001\drowings\GLN\KEYMAP,O:\31101-RAL\311 0 1-0 01\drowings\boses\SP-EC,O:\31101-RAL\311 01-0 01\ORAWINGS\bnsesVM PROFILE o i o ! NOTES: + TP #22731 ti - I - CITY Qf GREENVILLE ~ TP #fi98fi1 ~ - D.B. 551. PG. 421 PHILLIP E. CARROL RDI.LEp ER051DN CONTROL ~`I I 1 C Q i I I I li li ~ D.B. 2045. 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PROPOSED 21 GRAVITY SEWER, _ PROPOSED 11.25' BEND ~ ~ ~ , . q SEE DRAWING-G~------- 1a c EXIST RIP ~1 OUTLET ~ ! ~ ~-~.~'f ~ 1 `RAP A 00 ~ , 1, PROTECTION FOR ~ ~ J~ ~ _ FE5, PROPOSED 24 DIP FORCE MAIN CULVERTS, TYP x _ - - ' ~ + ~ + + + - ~ - INV 1448. ` ~ - - PROPOSED EASEMENT i ~F~'~ X13 ~1 15 OFF PROP05ED GRAVITY SEWER ° ~ _ ` . - , _ _ ~ ~i + tom, + + , + _ r, ~ ~ r a ...,.r ~ I - - - 0243301C ~ ~ ~aQ',+;+'`~~>~.+,,~'~~"1: `.22 00 • _ _ ti, _ ~t \ ' ~ _ - _ .,r ~ ~ w, -c ~ - ~ - =PERMANENT'~EA ENT. exis, 3o AN swR, ~ _ L.~. ~ ~ Ib - ..1~-f o _ _ . ~ ~ T - IENT . ~ - i + .f ~ . _ . - `a~ASE~NT - t f f;; \ ~ - - r" - _ EXIST RIP RAP ~ - , ~v . _~~I~. . _ _ -~aa-- - - . - - ~ - - - _ - _ ~ ' ' - i ~ Vi-._. \ L mom' ~ - ~ i'` _ ` - _ ' Y~ - J~ / air / ~ ~ ' ` I~ f _ r - ~.1 _ _ A r ~._~l" -c-f"'.v tea...-a ~I I Y : . V I i e ~ - P ~ n 1 r y ~"INV~1~9 93 i j' .,1~+ ~ FlBER F~. 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I ISSUED FOR lill, \ CA Rq� I 1R_ 6�,Ss/o 1�� S A 1 8 011_N: L S-�\ I (70ci , r- F\UF ILL HORZ. 10=40' VERT. 1"=4' ,,It EN AND SAWYER Environmental Engineers & Scientists 4011 WestChase Blvd, Raleigh, North Carolina 27607 t 20110121 2:15P C:\31101-F?AL\31101-CO1\DRAWINGS\Civil\FM-3,dwg ByJGREENE Lost Saved By: thetrick XREFT;= 0:\31101-RAL\31101-001\drowingg\mlsc\31101-OD1 FM TB,..\bases\EXISTING,O:\31101-RAL\31101-001\DRAWINGS\bases\EXJSTING PROPERTY, O:\31101-RAL\31I 01-0 01 \drowings\GEN \KEYMAP , W \LTO\31 1 0 1 - HAL\31 1 01 - 00 I \DRA%NGS\ba9e,q\5P- EC , 0: \31 1 01 - RAL \31 1 01-0 01 \DRAWNGS\bases\FM PROFILE GREENVILLE UTILITIES COMMISSION CITY OF GREENVILLE, NORTH CAROLINA WESTSIDE INTERCEPTOR AND FORCE MAIN M 30 20 10 NOTES: �IkCb .. , DESIGNED - KMD DRAWN . TDH CHECKEn -Ai'l PROJ.ENGR. HTT --k - - . , _ .��, FOR CONSTRUCTION L6ia�_Z__4�- - _��., - I 1/11 H&S DATE . BY . - APPROVEn lill, \ CA Rq� I 1R_ 6�,Ss/o 1�� S A 1 8 011_N: L S-�\ I (70ci , r- F\UF ILL HORZ. 10=40' VERT. 1"=4' ,,It EN AND SAWYER Environmental Engineers & Scientists 4011 WestChase Blvd, Raleigh, North Carolina 27607 t 20110121 2:15P C:\31101-F?AL\31101-CO1\DRAWINGS\Civil\FM-3,dwg ByJGREENE Lost Saved By: thetrick XREFT;= 0:\31101-RAL\31101-001\drowingg\mlsc\31101-OD1 FM TB,..\bases\EXISTING,O:\31101-RAL\31101-001\DRAWINGS\bases\EXJSTING PROPERTY, O:\31101-RAL\31I 01-0 01 \drowings\GEN \KEYMAP , W \LTO\31 1 0 1 - HAL\31 1 01 - 00 I \DRA%NGS\ba9e,q\5P- EC , 0: \31 1 01 - RAL \31 1 01-0 01 \DRAWNGS\bases\FM PROFILE GREENVILLE UTILITIES COMMISSION CITY OF GREENVILLE, NORTH CAROLINA WESTSIDE INTERCEPTOR AND FORCE MAIN M 30 20 10 NOTES: �IkCb .. , FINAL DESIGN - - . , _ .��, FOR CONSTRUCTION L6ia�_Z__4�- - _��., - I IT 'M 4 " �; lill�'�_,�_��_�-,�_i 3�5 t Z_ - , i `1 4 - '.. zd/ " � I 41 1 11 - - " .4 , , . - - i ,I !,�.I.- ` - - MEASURES . 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S n 1 1 56 Environmental Engineers & Scientists PROJ,ENGR , HTT PROPOSED 24° FORCE MAIN INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER FNGINE~g 4, y 1f11 H&S FNGINEE~ 4011 WesfChase Blvd, Raleigh, North Carolina 27607 9 0 T P 1 REGULATORY APPROVAL N h' QMAS WESTSIDE IN STA 33+00 TO STA 44+00 DRAWING. 1 FM 4 STSIDE INTERCEPTOR AND FORCE MAIN NO. ISSUED FOR DATE BY APPROVED y Zdrt' SHEi-r m° -OF XX ~ / ~ ~ 1 ~ ' / r ~ , ~s.? POND f ~ ll I r ~f ~tl V ~EB r 1~ r J ~ I ~ ~ wt P ~ + r ~e f j ` ~ STA 46+54 r ~ PROPOSED 22.5 BEND wP • PR OSED ANTI` CQLLAR. I % _ - - - i; `I s i - ; . TP #78570 rr ~ ~ PROPOSE _ D'~~ DP~ OR MAIN~~~'~ + S ~E DETAIL 4 24 ~ ~ i • ` - , ~ f ~ r 1 - ! I POND UNIVERSITY MEDIC IVERSITY MEDICAL PARK NORTH, LC _ TY~ SE R , (n • ~{15-OFF• PR~P,~~ED,GRAV1 WE) ~ I ! , D.B. 23` .lyy _w t_ _ _ ~ I ' . D.B. 2352. PG. 189 ` ~ ~ TP #38251 FI®ER EILTRATI~ ~ _ _ _ ~ I PERMANENT EASEMENT , • 1~ • ~ _ . GREENVILLE HOUSING AUTHORITY TUBE (FFT), TYP • 9 ~ f r .4G - - _ , 4~- - ~ , _ ~ i r D.B. Q-36. PG. 162 0227Q39 p f' 0_ i I ~ - - vj~~ f 7 1 ARMORFLEX (OR EQUAL) 5TA 52+10 t ' ~ ~ rs~ _ ~00.._:.~ _ _ ~ _ ~ [.I ` PROPOSED MANUAL AIR RELEASE ,~~~j~.::a.. I _ 1,~1 E ,1~..r~ r r~ ~ ~ ~ r , _ ~ r 1 ~ ~ = _ _ - - ~ ` , , ~ SEE GUC STANDARD 5-13 c BLOCK TYPE 30-S PROPO D ANT1 SEEP COLLAR SEE D TAIL 0227024 „ SHALL BE 25'x30' STA 52+72 r _ - o SEE DETAIL X f bX PROPOSED 11,25+22.5' ~ - _ 'Y•I _ - _ _ _ ~ ~ ~ ~~!~I ~ r~ 2b 1 ;mow: L~ - ~ _ . ~ ~ ~t : ter- ~ - - .M • ~ ~ ~ PROPOSED 10' ~ I i ~ ~ ! a:~ _ ; ~ _ ~ I ti RCP _ r _ .T I: F _ - - _ 4 I~. ~ - _ - - - h PERMANENT EASEMENT _ - - R ~1.:ti _ ~ ~ I PROPOSED ANTI SEEP COLLAR ' rf~`~• ~ ~ • ( ~ ~ 5AN SWR MH - ~ ~ ~ ~ 1 - ~ ti' gib. SEE DETAIL 0221024 - ~ , , ~ ~ ,r' TOP 23:60 ° ~ - ~ - - - r , INV 17.E - - - - - 0 _ _ _ - INViz.z~ , wETLANOS . ~ . , . . r. . . v ~ _ _ 1, - ~ M1 i\ . _ . ~ ~ - ~ I_-. _ PROPOSED ' FOR(MAIN - • ~ • i, F_tti` . `~:~U, . SILT FENCE TYP ~ _ - - - -;ti ~ - _ ~~a,. ~ r P ~ _ _ _ _ - - _ - - - ~ ,5.41' - ~s~ ~ yw>=TL~NOS ~ ~ ,~1Q' ~ETIN~FO~C~MAIN}• -r r~•~~~ Y . , ,r,. _ 0227000 _ ,j+p ~.r - _ _ ..I-. _ f _ , ~ _ ~ EXIST 20 5AN _ _ ` ~ - a , _ >r _ _ PR SED 15 GRAVITY swREASE OPQ _ SEWER, - ~ 11 ' ' ~ ,f/ r r - , - _ • - SfE DRAIINNG C5 _ ~ _ ~ ~ ~ - • i ti~ _ I ` • SAN 5WR MH ~ C~ \ ~ 4k. z ~....._w_ r INV 17.78 10'~ ' . a ~ ~ ~ ? i w TP #78566 ( ) I ~ _ /ti.. 1 UNIVERSITY MEDICAL PARK NORTH, ~ INV 16.81 (21 E) , ; ; ` / . ~ o., STORM MHO ~ t i ~ _ ll J n,~, r ~ i I _ r'` LLC INU 15.68 (21 W) ~ r ` 'fOP 9.50 s ~"-~4 \ j ~ ' TP #78565 D.B. 71. PG. 102 1 INV 12:84 I . ~ ti ~ UNIVERSITY MEDICAL PARK NORTH ~ I' ~ I ~ ro~~~ ~ = r ~ ~ I ~ ~ C~ / ~ ~ LLC r ~ ~ ~ h ~ EXIST 20' SAN I~ I ~ ~ 5WR EASEMENT D.B. 33. PG. 21 v i' !I ~ I ~?~I ~ ~ ~ 1 EXIST 20' SAN ~ ` ' ~ ~ ~1 ~ ~ ! ~AN SWR MH ~ r r , ter- .-_-~sWf~ E~ASEMENi ~r 5WR EASEMENT ~ ` OP 2i.25 .r- f~~-----Y~_ ~ ! j I r i f~ l ~ I 1 ~ I i _ , `~~1 INV 16.53 (20~ F _ .~~'ST~S~.~-~~° r r`" r' i i s : ~ ' ~ ~ ~TABILIZ~ UTLET ~ 1.,~~ -F E, ~~•t\ 5AN SNR M ~,r'~---,-~PR~05ED ANIt SEEP COLLAR---~1~' = - o s ~ FOR Slt<t FE ~ , _ ! 9y ~ 9y ~ ~ STA 52+6 STA 52+6 _ '4 ~ t roP 2i,7~+~ j ~ SEE DETAIL 022~42~"f - i~-~:'^` r l ~ o~ ~ i F~ ~ s i' ~ q~27d2 ~ PR4pp~~ ANl i 9 gyp' . 9 I r I i" PROPS AN11rSEEP-CD1.~JkR~~ - , ~1 ~ ` INV 18.9/(0 v~~/' ~ 1 i i - , `SEQ. $ IAIL "022724-' - ` ~ ;`Y ,wv~~24 ~ `N)~~~ TP #3821 _ GREENVILL~H4~NG~.~AUT RITY - . "k F ~ 130' % r - ~ - ,wEST~ _ i _ , r ~ Jf/ / . 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VERT. 1 =4 FINAL DESIGN P NOT RELEASED FOR CONSTRUCTION DESIGNED KMD ~ caRO ~ cAR ~ ~ ~ REENVI GREENVILLE UTILITIES COMMISSION SHONE gELOWR DATE JANUARY 2011 ~ i ~ ~ DRAWN TDH 4 ~ES51~ ~ ~~SSIa ~ . PLAN AND PROFILE " ~ S ~0g ~j 1 a~-oa1 - - ~ ~a ~ 9, ~ ao ry ~ r~r~T i ern I~t~mn rrrv n~ r:o TV n~ r:Ql=~nnnl I ~ nlnQTU reQnl inlo MEbS~R~S ~NF NII~dRFR r Q Q' < 2011 Will 1 i vi u1 I 1 VI \d1 11sL11 Y ILLLy IYVI I I I I tiN'l1 IVL11Y1'1 CHECKED S A va PROPOSED 24° FORCE MAIN INCH LONG ON CONTRACT DRAWING ,l a a Zoe s Environmental Engineers & Scientists PROJ,ENGR, HTT GINE THE ORIGINAL NUMBER NUMBER F~GINE~~ FN 4011 WestChose Blvd, Raleigh, North Carolina 27607 0 T P N ti REGULATORY APPROVAL 1/11 H & S I„ S 0MAS WESTSIDE IN STA 44+00 TO STA 55+00 DRAWING. I FM 5 37SIDE INTERCEPTOR AND FORCE MAIN NO. ISSUED FOR DATE BY APPROVED Z~I d ~E SHEGfi m- -OF XX 20110121 2:14P 0:\31101-RAL\31101-001\ORAWINGS\CIviI\FM-5.dwg ByJGREENE Last Saved By. thetrick XRLEs= 0:\31101-RAL\31101-001\drawings\misc\31101-001 FM T9 ,..\bases\EXISTING,O:\31101-RAL\31 1 01-0 01\ORAWINGS\bases\EXISTING PROPERTY, O:\31101-RAL\31101-001\drawings\GEN\KEYMAP,H:\LTO\31101-RAL\31101-001\ORAWINGS\boses\SP-EC,0:\31101-RAL\31101-001\ORAWINGS\bases\FM PROFILE - - - . _ ~ - _ _ / . . . PROP~osEO 22.s~ eENa~- ~ NOTESo - l __A - - ~ ~ ~ - - - . ~ ' .PROPO NTI 'SEEP COLLAR . , . ' • - - - . a. ETAILO 724. . , -rw _ TP #38251 , . , _ , . , - , - . _ . _ . . e- - OREENVILLE HOUSING AUTHORITY - _ ~ ~ - _ - ~ • ~ - D.B. 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ISSUED FOR DATE BY APPROVED Z++1 =SHEE- °°-OF 20110121 2:13P 0:\31101-RAL\31101-001\ORAWINGS\Ciull\FM-O.dwg By,OGREENE Lost Saved By. lhetrick XREFs- 0:\31101--RAL\31101-401\drowings\misc\311 01-001 FM TB,..\hoses\EXISTING, 0:\31101-RAL\31101-001\ORAWINGS\hases\EXISTING PROPERTY, 0:\31101-RAL\31101-001\drawings\GFN\kEYMAP,H;\LTO\31101-RAL\31101-001\ORAWINGS\bases\SP-FC,G:\31101-RAL\311 01-001\ORAWINGS\bases\FM PROFILE 3C 2C !0 A u -10 66 f, - CONIC FLUME i TP #17525 ------ _. __ _.__. JOHN PAIGE HEIRS.-_....-` `' __........_..... D:B-C =11- PG. 84 PROPOSED 45' BEND - r BORE PIT - SEOIMENT;'f1LTER ,= 15x40 - BAG, TYP f f1 02`7038 ;• _ - ' _ r 0 1 - _STA 68+78 L0 : J :' s ! 'JP454-BEND I. EXISTING RIP—RA' l r - ROPOSED 45 - 301 f .,n. .PROPOSED 24 D1PR FO�N r CEI (10 OFF EXISTING FORCE I N) PRO POsI 10' + 0s ° pERMANI=IST EASE ENT T y Y--_ 14, LLI i 'tr it •t t "I -Y - 1i J 24' FES` ` = INV 9.68 \ : %� . ' APPROX LOCATION OF E15T FM TP #17526 JOHN PAIGE HEI _.. D.B. C-11. PG. `� TP #38254,.--' GREENVILLE HOUSING AUTHORITY D.B. Q-36. PG. 162 ;�l•I, of 1 I [! 1 t YF 777 t . 1 f R I 1 f a i j E- I d. I I IIII ( 1 n f r.• L LI ( I M �� r� ; I la } f el /', ❑ l 0 i F V ' 11 All W �1 �1„ull�i„o _ r r .� j { I AIR/VAC VALVE, SEE .I I r� t 1 i DET 1509426 R - �r E 1 II � t 11 = �iilll Q� I .l ,• I ti I t II za, I 1 I- ISI f - q •3 _ .! I •� II` E i 7 V tl it j 4 r I CE ,TP #01305--; CALVIN W. BECKEA T -HAIRS - rel( I 1 J, D. 3; f ” ` B.:T=`27 .PG�-14' rpt' .. Itrf!�r:�?J�f�f!!r_!�j �! �' - -'-� ',•' PROPOSED 225 LF it !1 r, — PROPOSED 30' l = l ' 3660 CASING'j, PERMANENT EASEMENT ' E I t 0.50oPo f PR SED 24 HDPE FORCE MAIN I II' J F L,f.1 r l I IF � I € l Q 9 - r 7 i- z 2 T i 4 CC `vEN PIPE' f,r'- f.. lr--r r- �;t DRIVE CB E —. � TOP 28.02r 1 TA fib+64 `3 F !Iciv 18.00y,\, - PIOP(E ANTI /S Pa /COLLAR 1PROPOSED 11,25.7+212.5' ! ;r ,• 'A L 9227o D£ 1 !Qf FO i P LLJ 14II fII 1 (15' OFF EXIST ROAD R/W) I.f' f _ f _ _ e E - TEMPORARY CONSTRUC110N � f �. EASEMENT Q - TER 1 1 �. i r - �=. _ Y BORE PIT 15x15'...., ::- �x_ 5 _ STA 71+95 `PR.OPOSED' 45' BEND= ,Q r IEMPI,4ARTO"GRAVEL UCNCON `-CNTRANCE, TYP `I 27.32 i l 18.04 PLAN 1"=40' _._� �, Y TAR RI VER __ 6 d •�,--�-- ;''; '• � � •� • ��,. �\ • � SOUTH BOUND LANE ILLI a J.,1\ i. 5 s r �_ , -�-� - Y 13 4 C HWY 11 903 U HW ME lA DVE\ 1 � t 4 l 1 t .1 e1 1 � `i� l.�l— �L PROPOSED 241 DIP FORCE MAIN I ORTH BO ND LAN (15 OFF EXIST ROAD R/W) 1 x - - --��Glli4Rfl�R91L_�..___--�-�. _ ,,��, 11 \ 1 -• z - Fri _ \ ;AQD LAur�cw-,ANu � R_ 4. - -PULL SACK P1T _ I �- —• - _ _, - _—.._-+- �'--' - i ; _' - \ _-.. - 1- Vr:, �'- .a—�_�3'f _.ri_ ...._._-_-"`„rte _ 1 — _ _ 77-f00 5�� 30-.. 4„I` - •r \r` ”` I `l i -ivv ` 4� 76+ 41 t < jj PROPOSED OPOSED 30 _ i E � i'RMANENT EASEMENT� I PORARY CONS UCTI1z M STA 73+00 PROPOSEp0 FIDE\, OGE MSI:,, , ! ! 7-_, \ PROPOSED AUTOMATIC E S£MENT' \ ... ,.. `\ 1 AIRN AC VALVE \EE DET 1509426 ��. �` TP 4t01305' \ 'U \ .1 F— _ — �o \, j ,rj I CALVIN W. BECKETT HEIRS D.B. 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ISSUED FOR DATE BY APPROVED /�jr 20110121 2:13P 0:\31101—RAL\31101-001\RAWkNGS\Civil\FM-7.dwg By..XREENE Lost Saved By: thetrI6 XREFs= 0:\31101—RAL\31101-001\drowings\misc\31101-001 FM TB ... \bases\EXISTING, O:\31101—RAL\31101-001 \DRAWIN GS\bascs\EX1 STING PROPERTY, O:\31101—RAL\31101-001\drawings\GFN\KEYMAP,H:\LTO\31101—RAL\31101-001\DRAWINGS\bases\SP—EG, 0:\31101—RAL\31101 —001\DRAWINGS\bases\FM PROFILE GREENVILLE UTILITIES COMMISSION CITY OF GREENVILLE, NORTH CAROLINA WESTSIDE INTERCEPTOR AND FORCE MAIN 20 IN I 10 NOTES: WARNING HEIGHT RESTRICTION CONSTRUCTION HEIGHT RESTRICTION ALONG MEMORIAL DRIVE IS LIMITED TO A MAXIMUM OF 40 -FEET ABOVE THE PAVEMENT ELEVATION OF MEMORIAL DRIVE »Z� FII4 FM 8 fi �. KEY MAP -- ---�— —�-- I I — boo r f O I�" 4 I! j F �+i hi- a; I sl, 745' IbEND '- i I ?I• � OR i` EQUAL � I u I�if I( !' 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I ISSUED FOR ��\ CAROM 6�Ssl Q� T,yOMAS HIORZ. 1 "=40' VERT. 1'=4' ZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChase Blvd, Raleigh, North Carolina 27607 20110121 2:12P 0:\31101—RAL\31101-001\DRAWINGS\Cfvll\FM—B.dwg By.JGRELNE Lust Saved Hy- thetrick XRFFs= 0:\31101—RAL\31101-001\drowings\mlsc\31101—CC1 FY TB...\bases\EX1ST1NG, 0: \31 101 —RAL\31 101 —001 \DRAW1NGS\base9\EX1ST1NG PROPERTY, 0: \31 101 —RAL\311 01-001 \drawirgs\GEN\KEYMAP,O: \31 101 —RAL\31 101 —001 \drawinys\bases\SP—EC,O: \31 101 —RAL\31 101 —001 \DRA9N(3S\basesVM PROFILE GREENVILLE UTILITIES COMMISSION CITY OF GREENVILLE, NORTH CAROLINA WESTSIDE INTERCEPTOR AND FORCE MAIN PLAN AND PROFILE J11%J?f11 OLL%Jlf H & S JOB 31101-001 MEASURES ONE NUMBER PROPOSED 24" FORCE MAIN INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER STA 77+00 TO STA 88+00 DRAWING. 1 FM 8 SHEEN —OF XX DESIGNED KMD DRAWN — TDH CHECKED 2�7 PROJ.ENGR. 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PLAN AND PROFILE SMUVVH Or-LUilff H & S JOB 31101-001 MEASURES ONE NUIv113ER INCH LONG ON CONTRACT DRAWING PROPOSED 24" FORCE MAIN THE ORIGINAL NUMBER NUMBER STA 121+00 TO STA 132+00 DRAWING. 1 1 FM 12 I SHEEN - - -OF XX I ~ / , t r ~ ' ~ Fr ~ - `r - ~ ~ ~ i CONC PAD ~ ~ ~ ' f' i' A i ~1 ~ r" o ~ ~''a I~ I ~ r -.I. 1 r a'= t~ + - 4 ' f BENCH I - - ; ` , GRAVEL PARKING LOT ~ 7 LOT j 1 f` ll~ ! r j , ti ~ ! ~ ~ ~ ~ ~ ~ y i, 1 r r ` r I ~ , l ~ " ~ ~ I , _ ~ TEMP~ARY GRAVEL I I EXIST 8 1' ; ~ s ~ I j ! ` ' If ~ _ ,a,s„^ ~ 1 CONTRACTOR SHALL VERIFY THAT AT THE vcP sEWER CONSTRUCTION ENTRANCE, TYP ,r ; ~ .f i i f . ~f 1 Qe._,r „li/, ; ` ~I ` , ~ 3j ` i ~ / COMPLETION OF THE JOB THE VALVE IS IN ~/,~11~:. i i,' r ,~~1 r~ \ ~ THE OPEN POSITION. ~ a2577D1R ; ir, ~ ~ FENCE LINE i~ ~ ~ f r t r/. rl , l1ll ~ ~ ~f~j ~i ~'~~,1 i- ~ D `G} _ ' I ll;f 111 l{ ;,-,~r~ ~ I~ 1' l ~_I ~ ~ -ELEC M~'l 'Ilbl r ~ ~ ~ r- WALL 1 SAN SWR MH ~ STA 138+44 Q ~ a ~ ' ! ~ roP 14:53 'i~ ~ PROPOSED 22,5' BEND r~ ~ ~ • I INV 7:35 ri ~r, r~l~l,,~. ~ rid ~ ~ TP #31643 ~~''i'6 ;F,~ - ; .t I:~ r ' 1\C ' N`t' /~l'~~ ~ ,l ' r'•- f r l,~.f , r TOP 1730 >IJ ti> , - THE CITY OF GREENUILLE ~ , ~ STA 138 O6 , _ '4 , R ~ r D.B: R-46, PG 49D - = ~ :r ~ BORE PIT'S • .-:1~'- , _ PROPO D 24 GATE VALVE, 46 oA~. B-44 PG 565 - - f !BORE PIT ` ~ i ~ r ~I;~: D.B. ~ i t I ,~iv~E:, X24 RINE SEEN 1 i >1' ~.w _ _ ~ ,~`~14 Q.B. U-41. PG. 745 , - ' = - ~ ~ , f ~ 1~ :'l ~~1,, ~ L ~ r y~j%~ , rl " r' ~ FIBER OP11C ,I t• F P.i: ~ iii ~f ; ~,..ii l~` r' ~ ~,~I rf j ~ i~ o , a`#, . , 17 TREE--.i. ~ 1,' ~ , r~ _ ~ - ~ tl ~ _ - „PK~`~ 15 • PINE;1 , - 12' PINE ,7 ,~1 - ~ I' ~3,: k i,` ~ - - ~ ~ I ~ ~ i~ , p r,,~ ~ ~ 1' l I I l ~Y~ ~ i I m ~ ~ 'I E'ir!~' I .v_ ..~f CONC,'`t0` \ ~,:ur,.~ 15` PINE'' r' ~ A. 1 ' , ~ - ' ~._.~~,r PAD 0 ~ s` if 10' 1 ` , WILL W / ~ ~fr' if lr~_/f,ir %~`;r~1\~ I/fl~l ~ ~ 3~ ,'%f~~ / f'~-- . i. 24` PINE; ~.:F~,~,; • --12 PINE ~ 5.,..,.18' PINE TCE , ~ r I ` 3'~ -un. GUM > ,1 , r ~I s°, IAA./ - ~ a ir~ i rl;- i , " ~ - , ~ 1 _ 1 i _ i,' I 1,~`-.~ 1I~,l~l I ~f~~ ~ if f ~1 ~ !!''~t(~ ~T 10~ TC 5AN SWR",~~''°,„~•, ~ _ 10 GUM ~Ic . ~ ~ I w r 2O PINEj~~~ 24 PINE " , ~i~,:~ , IF .^3« ' uEl; 24 ; f ` Ir'~ . ,L i~.24 PINE ~ per t 3 ~ ~ 1$ PINE rl,;. ~ i,,: ~ , 1'~y~ ~ r/ ~ ~ 1, r ~ i F r F ~ p~ . , , o ~ ~ ~ a; ~.,ti STA' 132+75 i rl ~ ti 1~, - u ' , ~r,, : ~ r , ; ~ \ I F ~ d I' a J , ~ ~ r4 ,r`' ~ I"' f`,~-14' WILLOW ~ ,Y' / r, s ~ d~ ~r~ r . 1 1 ; ' ~E , ' ` l 24' PINE ; ~ , ~ `---~RRQPOSEO-AIR RELEASEI VALVE ~ ` CONC PAD ,~~r .En,~ . , , I ~ 15 PINE OAK ; .~,r~ .18u N~ / t ~ I~~f f' ` 30 PINE - BENCH 18 GUM i , t, ~ 0~ - ~ + ~ / 'i i`'i , ir' ~ lit r idf~ r , PRaPaS~D~-~~io~~y ~s ~ cA ~ ~ FLUSH lA GRD..:S~-,GUC~~`l. E ~,,II;~ „k ,,a;,f. ~k r - ~i ; ~ ~ ~i I~r ~ ~1,~,;~~;,~ 1 ~ ~~r~ ~ SING 1~~ ~ 1 r I _ i3 ~ ~ FRISBEE_~GLF s i ' : X11 PINES BULLETIN PROPOSED 24 DIP - o ~3 ~ f 1, ~v~,,~ STANDARD S- - - _ ~l ` --FRISBEE~OL POST 1~ WILLOW OAK`. 1 "i i : ' ~ , ~ , - BASKET ~ 1~ ~ ' ~ ~,I ~ ; X14' PINE FORCE MAIN ~~sl ~ i` r ~ ~ • V~k 1 14 WATER OAK " f~. _F ,t • ~ BOARD I :I f nl I 'l~ l~ r _ ~J '~I i I (l I ~ d' i , r ~'-'--~....~...r. `.,..,~i,.•~... 4,.~z \ h. 7~~s t~ f' I',~. _ 12 PINE ~ ~r!~ I, I _ ~_1 .,I Vs, ! 1 ~ \ - 1 ~;~i' a~.~ , ~~~f ~,,I ~t r~~` ^ , f _ ,I ~s fI Ir l 1~l 1 '1 ~ Qi, 1~,.1,•'/r,~Il , ~ JI ~E~ i ~~~I F lif y `t( ~ ~ n ~l/~f ~-#t ~ ! I 111,1 f ~ ~ _ f ~I - 18 PINE 11.~'~' 12,.PINE 24' WILLOW °I~; - ~xr 1 1 I r' , ~ . 11 1 `~~.C 1 ~ ,,1 .!~!ti .I1-~~., - 14 WILtO ~r~, " DRINKING r ATION 1 I~ \ .~r - ~1~_ ~oL l ~ ~ 1 I ; ids ~ j ll' / 1 ~ j ' ~5° BORE ~ ~ i -i:,, L~`"r' 10 WATER ~~'==!OAK 24 P 'j w~ ],4 PINE ~QUALIZ ~ - ,,,rrti _ i~si~u;., , a,,~..al ~ t nu, r, ~ t FOUNTAIN f \ )7 ~~~`+lJr 6 PINE r - 1 _ ~ ~ s,fA s a 2 i i:r~ f~ - r~~ti, i 1Y i1:V \ i ~ fi~ OAK I I.p',~1.' ~ ' `r / ' PI "Y8ti ci N ~ 139+D5 LB~'_ f '1 ~ i f15, -_J ~ i ~ ECEI~NG PIT 00-_ - ar~i;,, _ 18 PINE I~: :.F ~ k, ~ _ 3;~; l ~ - I , ~E~, 3~, - ~~..Y.,,~ .12 RINE 16 ,PINE „i,E~,~,~., E 35 , , ~ E r ~ ~ PICNIC STA 139+28 LA ~ ~ „ ' ~ . ~/~/-Sara,. ~ ' ' ~ q +i , _ ~::L:. 18'TRI LEA, ~~t 't~ t(„.N ~.,A;- - ~ ,t~-~ajr~= 'r~,~~,.~;1Q;<, - SHELTER ROPOSED 22.5 BEND`~~`, r a - - ~ . ~ ~ w~f, , , ~ '~?,r - , , . i~'~ ~ 12 ~ ~y ; V41LL'OW ~ '°i CONC. PAD . P rJ r X33+!` '-WATER OqK -'x;.18 PINE'"°'~ ",F'1~;; 10' L'°~ ~ ,1S% P , ~ WILLOW w -_.y _ j e, ~ „ 00 1 ` - _ ,.,~,~rz:. _.5 I,.~: OAK iy~ 1 1 , ah WLLO~ 'i r n' ~ti~~ c ~ l QA~ ~ V ~ ~ ,Y~ ~ ~ 1D„_GUM , 'i z rk i~ n, f~i ~ < : , 1014"=. GUM 5 ' - - . ~Q s ~ I' ~,sh!~~= OAK` ~I~aS~ F~r ' ~!'I I} ~u II' `4' - ` r / /e~~. ~.cJ =15 r~~ _ - _.,r l f I r ~ ~ { ~ I ~ 7 is , ~ F*~ ~ ti ` f 1` 134 D / ~I `t ' :,7~ 4`3'L1i r 1 ~-y ~ ~ ~ i p~ „ ":Ef' i' ,°t 3.,~y -.I iS r~ :i ~r hJ 'ti ~ - PINE 11.r J)-_I,~, ~a~ ~s24' PINE "1 ~,1 ~ ~ I 3fi RED OA , ~ r.,,~PINE i - - I - ' w 2 ri I - ti z ! J:' . - ~ e Jf l rr isa r~ a'L'z v' r ' 12' , r j 10 GUM PINES~~ I, _ ~5' PINE':: fit;7 ~~I ; I~ef ~r ' RI E~l~IP i~+ ~ ~ UV Q, ' ' r, 1I ~ ~ ~ ~ ~ ~ ~1 ~ SAKI. SWR MH ~ I ~ ~ . ; ~ 'd mb,,~ 1 ~rf~; ~ ~ r f ` f , I Vii' d ~ TOP ~1a,88 ~D T ~ - SB~E GOLF ! ~ OAK ' , I,' ~~~,-WHIT ~ ~ ~ ~~,i r 10 PINE I ~ ~~.I FRI _ , 54 WILLOW ! 14 GUM ° _ 1_ Ii,E " a~ r _ i i . ~ I ::~4 ~ 12` GUMS s ,>;18 P 1 ASKET ~`s INE ' ii _ ~ IP ~ INV7.533~ ~ _ _ . _ i ~ 1~I'I~'.i5` PINS ` 24 DF(AD~ n 12 GUM . ; :r J , - . \ PINE r •,t I , - ~a SILT FENCE, TYP ; I ~ 14 PINE 14 PINE - , ; / r,.. ! ~ , I i! ~1 > >s ~ f r , \ r f _ - _ - 22 ,.PINE ~ . 6 V ~ ~ , ; - . ` DEAD PINE ~ ~ ,5..._. x,`;36° PINE - ~ PROPOSED 30' ~ l i.,-` `1 1 s ~ ~ ~`I ;~j ~ ' ij 15' UTILITY (V ~ ~ !f EASEMENT - . ' ~ PERMANENT EASEMENT 0 ~ 1, ~ 28 WILL `E. _ - ar:., EXIST 8" R ,r„ _ _ - '.ti .OAK- ~ ~ L E ` ' . , , F,. 1, ARG ~ ;PINE ' _ VCP SEWER , { ~ R / ,~i 1~ ~ ? r'1 ~i1'If~r. SEDIMENT FINER ~ ~ Qo R ' c i ~ ~ 5 i ~',d~ E' , BAG, nrP > ~ ~ CONSTRUCTI®N , STA 134+92 ' . _ BUSH _ ~V ~ ~ ~ ~ `I ~ ~ TIME FRAME 44" WILLOW ` 5 ~ `4 _ PROPOSED COMBINAl10N~ BEND ~ . ~af _ ~r:~ K 22.5' AND 11.25' - of F`~ ' 022~o3a V is ~ED oA _ _ rRpA,fl'' ~W 1 ~d 'f i ~ CONSTRUCTION BETWEEN STA 119+50 AND R ~ d' Q STA 139+05 LB SHALL BE DONE BETWEEN r';:~ 1 'r 24' EXIST WATER MAIN ; SAN 5WR MH r,,+,: ~ ~ ~ TP #20563 DECEMBER 1ST AND FEBRUARY 28TH ~ I' ~ ; t' ~ ° - TOP 14.05 26' PINE° INV 9.38 i + ,+i ~ llr THE CITY OF GREENVILLE ~ - t. ~ ' ~l, ~ D.B. G-35, PG 441 ~ 1 \ nr..r I' 6 ~ M.B. 46, PG 154 F I \ / 1 ! L, / F I =~--..PLAN a , R I / 1 j 1 =40 z I I ~ ~ I ~ ~ ~ I ~ d; ~r 30 30 ~ II I I ~ I ! I k i I I I I ~ I i I; I I I I I I ! I :I1___-- - - - _ ~ a - _ _ - , I ~ I I ~ ----I_-_-~ ~ - . ~ . I__..._.~ I_...__ _ I I I ~ I I I I i I I i i _ P -r- .._..-y__. I r I V k !_._....T~- i ~ I I i g ~ w 1~ y ~ ~ e - ~ /J 13 i I I ~ ~ L .._._-I_ I _ . _ u ~ . 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I i i i ~ ~ I i I I E ~ I li ~ i iI II I~ I ~ I i I I I I i l r l I I I I i l! I I it I I i i I ~ s I 14! I I i ~ i ~ E I I I ~ B~FOREYW DIG! -10 col~cACf oxlrr,aLl,c~rrsl~ I ! ! I i I I I ~ I -10 140+00 L 141+00 142+OD 143+00 1-e°°~a~a~a9 136+00 137+00 138+00 139+00 140+ 133+00 134+00 135+00 132+00 PROFILE HORZ. 1'=40E VERT. 1 ~=4~ FINAL DESIGN n NOT RELEASED FOR CONSTRUCTION THE SCALE BAR DATE JANUARY 2011 DESIGNED KM~ ~R ~ cAR ~ REEN o 't~ o GREENVILLE UTILITIES COMMISSION PLAN AND PROFILE SHOWN BELOW H & S JOB ~ _001 ~ (i ~ ~i TDH ~ X551 ,o ~ssio ~ MEASURES ONE NUM6ER ~RA~I ~ ~F o~, ~~F TT ? rn~?T ? ,?rn ?~t~mn ~~TV nF ^ITV nF ~RFFNVII I F NORTH CAROLINA CHECKE D PROPOSED 24° FORCE MAIN THE ORIGINAL GNU BERT DRAWING 8 8 x'r' Environmental Engineers & Scientists PROJ:ENGR. HTT IN4011 WestChose Blvd, Raleigh, North Carolina 27607 *~e5IVG WOPAS STA 132+00 TO STA 143+00 DRAWING. I FM 13 WESTSIDE ESTSIDE INTERCEPTOR AND FORCE MAIN 1 REGULATORY APPROVAL 1 f 11 H& S lk~ L. S . NO. ISSUED FOR SHEEN -OF XX DATE BY APPROVED = F+ F n`31101 Al 1311n1 1 '^°ir tir' 131 1n1 'T1 FM Fxls7is",G`311o1-aAi \311 o1-rni\nRAWP-°\' -\F$ISTINGPROPFRTYr-\31101-RAI\31101-001\drawings\GEN\KEYMAP.H:\LTO\31101-RAL\31101-001\ORAIMNGS\hases\SP-ECj0:\31101-RAL\311 01-0 01\ORAWINGS\hoses\FMPROFILE r, ; - I ~ I - . y i ~ N01 E - - - I. --.-T. T ,_.T.. , _e__- ~ , - - • ~ - 1 CONTRACTOR SHALL VERIFY THAT AT THE % ~ I COMPLETION OF THE JOB THE VALVE IS IN ~ FARMER ~ STREET I` i w ROAD R/W ,i I I / THE OPEN POSITION. f o • ,11 ~ ; ~ . I I --~t ~ f ,i ROAD R W ~ ~ BENCHMARK / - a ' ELEV. 17.55 f I ! _ i RR SPIKE IN 28f GUM TREE ~ : STA 148+9~' ~ ~ I - ~ - I PROPOSED 24 GATE VALVE, LVE - FLOWERSy=&~~~A~'LOR WAREHOUSIN~-L-EG---____..-_- .W._... 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NGIIdE`~ 4011 WesfChose Blvd, Raleigh, Norfh Carolina 27607 STA 165+00 TO STA 176+00 DRAWING. 1 FM 16 q o P WESTSIDE IN N y 1 REGULATORY APPROVAL 1/11 H&S O L. 5 SAS STSIDE INTERCEPTOR AND FORCE MAIN N0. ISSUED FOR DATE BY APPROVED GI Z~ SHEEF---OF XX 20110121 2:06P 0:\31101--RAL\31101-001\ORAWINGS\Civil\FM-15.dwg By,JGREENE Last Saved By thetrick XREFs= 0:\31101-RAL\31101-001\dmwings\misc\311 01-0 01 FM TR,..\bases\EXISTING ,O:\31101-RAL\31101-001\DRAWINGS\bases\EXISTING PROPERTY, 0:\31101-RAL\31101-041\drawings\GEN\KEYMAP,0:\31101-RAL\31101-001\drawings\hoses\SP-EC,O:\31101-RAL\31101-001\ORAWINGS\bcses\FM PROFILE I - ~ - a _ - I _ ' I - I - - _ - - , - _ - ~ - ~ - I'~ _ - s _~~3 _ NOTES. '.-_I I ~ 1 T, - _ - - . -Y-- _ T I I ~ ~ _ ~ u_...-r.~ I ~ I - - _ ~g- ~ ~,,,:~~~~~~q 1. CONTRAGTOR SHALL MAINTAIN 10-12FT WIDE ,...-STA-~1~B8+5~~~ T ~ I~ l4~ II FUTllRE 70~ PROP ~ ! ~ EXIST 60 PROPOSED 45'~END ~u~ l~-~-'- ~ '~`~y ~ GRAVEL AGCESS AT ALL TIMES WHILE ~ ~ Ga r ~ 1a SAN swR INSTALLING PIPELINE ACR05S HOLLY STREET. ~,i.~,-~ , ' I ~ ROAD R W ROAD R/W z- SAN SWR MHy ' i' TOP 16.61 20' PERMANENT ,~r.~.:a._~ . r~............~... - ~ I~ 1 j - - MUMFORD ROAD SR #153Q _ 9 T00:1~B:b`1 ~ F~ Z UTILITY EASEMENT i,.. ..rte=,.. ,,.:.-..--.~r_ INV 11:19 r ~ I ~ i m _ ~ - ' _ - f r - I _ - , I I I i I I I I I~ -1 j I ~ - E_ 6U S - - I ~l _ I I ~a r i i ~~9~ STA 18fi+33 ~I' g I BUSH L~y~` I ' ~ L r ,r.~ PROPOSED 45' BEND FD 45' BEND ~ I ~ ~ • ~ ~ TP #44827 TP #51023 I 1 EMERALD DEVELOPMENT & IDEAL HOMES OF CRAVEN CO. LL I TP #36764 I ~ ~ I I CONSTRUCTION INC. D.B. 1746, PG. 519 ~ I MARINE A. 5PEIGHT \ Q.B. 222 PG. 7 I M.B. 47 PG. 172 I I , ! J ~ ~ TP #0126~ & 23984 I ~ I ~ ~ ~ i CITY OF/GREENVILLE I I D.B. 114, PG. 775 ~ M.B. 34 PG. 123 I PROPOSED 24' DIP FORCE ~k- f !4' DIP FORCE MAIN ~ ~ ~I~ I Ys~x- ~ I,"~ I M.B. 48, PG. 99 , _ ~ (1a oFF EXIST PawER Pc J~ ~ F~, FIST POWER POLES) ~ ~ ~ a °1 Fy _ - ~E - D TP #64922 ~ ~ ,r:. . I -r v~-~ I I I I GRADY & LYNDA HARRIS •1 i € , II CREPE MYRTLES _ - D.B. 1474, PG. 331 , 2 PVC WAiE 2' PVG WATER NAIN~~,I I I' ~ o ~ i : = ~ y M.B. 34 PG. 123 I ' I - ILA-s, 0 ~ w=;'_ O Z TP #19101 9301 ~ ~ ~ ~ s { 12' TREE TP #23983 m I I I ~ GARNET B. ROBERTS LIFE ESTAT I ~ ~ I \ I I STS LIFE ESTATE I I ~ ~ "j °o i~ , / CITY OF GREENVILLE ,1 15" oAK \ I I I D.B. 897, PG. ~ 65 PG. 65 ~ ~ J 1 ~ ~ M.B. 48, PG. 99 o ; 2 ~ ~ 12' TREE - - 12 PINE I ~ B IUILDN~ 12' PINE !I ~ ' ~ ~ " f i n -x. ~ - J ~ T ~ - ...1.. 176 00 ~ 177+00 178+00 179+00 15 3a' : ~ 180+00 ~ 15 181+00 182+00 - - ~ I' `''I SAW CUT PAVEMENT 83 r i ~ SEE NOTE 1 ~ 15' Q ~ ;_.._.......~._~._I'^ ~ OAK - ~ fr_ Q C ~ ~ - - - _ ° ~ r ~ 1! 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I I- I I 1 __I~ _ - - i _a...._I--1~__- , ...E.___ I I 1 I I ~ I E._._~ i ~ ~ - L..._ i ~ _ _ a .__.I - _ _ _ ~ IiBFO12B Y0U DIa! a CEDPifACI~~ C~VTBR ~ I I I 1 I I I I i€ I PVC PIP I I I I I I f i~ I ~I I~~~IIIIIIII~lIi IIII~~II I I I i I I I I I I I I 0 , ~ 8~+00 ~ ~5+oa ~ 8a+oo ~ a7+oo 177+00 178+00 179+DO 180+00 181+00 182+00 183+00 176+00 PROFILE HORZ. 1'=40~ VERT. 1 °=4i FINAL DESIGN ~ NOT RELEASED FOR CONSTRUCTION THE SCALE BAR DATE JANUARY 2011 KMD DESIGNED cap CAR p REENVI ~ a G GREENVILLE UTILITIES COMMISSION PLAN AND PROFILE SHOWN BELOW H & S JOB ~ 4~ pQ01 ~ ( ~ ~ o`~ TDH 0 ~ssi~ 'L ~ESSlp DRAWN = „oF ti~ ~ ~ „o N 9 ~ rdT11T ~ 1?Tn ?~t~mn nF MEASURES ONE NUMBER TY nF ~RFFNVII I F_ N~RTN CAROLINA INCH LONG ON CHECKED A-r S A PROPOSED 24 FORCE MAIN CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER 18 6 1 Environmental Engineers & Scientists PROJ.ENGR. HTT F F NGINE~ <v NGINEE 4011 WesfChase i3{ud, Raleigh, North Carolina 27607 STA 176+00 TO STA 157+00 DRAWING. ~ FM 17 T P WESTSIDE I~ 9N o STSIDE INTERCEPTOR AND FORCE MAIN P avAL 1/11 H&s 4s;, S~ 0 M A S 1 REGULATORY APR i_. 3flf~ - - OF XX DATE BY APPROVED err NO. ISSUED FOR 1' '21 -f n rr\31101-RAL\31101- ORA"' " ~Clu \FM-lLd" JGRFFNF I ' U • their' , XRFFs= 0•\31101-RAI\31101--001\drawings\misc\31101-001 FM TB,..\base9\EXIST1NG,O:\31101-RAL\31 1 01-0 01\ORAWINGS\bases\EXISTING PROPERTY, O:\31101-RAL\31101-001\draw1ngs\GEN\KEYMAP,H:\LTO\31101-RAL\31101-001\DRAWINGS\bases\SP-EC,0:\31101-RAL\31101-001\DRAWINGS\bases\FM PROFILE of 3 r•~ ~ 1 ~i ~ i ` I I I l' i I I ~ I r - - I I TP #37783 II ~ ~ ~ ~ / ~ ; TP #22583 ; ! ~ I I _ - CHARLES & CONNfE TICEI _ THOMAS HARRIS TfCE, 5R. i , o' I ' ~ D,B, N-49 PG. 723 I - _ I 1 I D.B. w-24, PG. 339 ~ ~ ~ _ ~ - r~ " _ M.B. 29, PG, 24 , _ 15 PERMANENT $TA ~g~+sJ4 M.B. 32 PG. 92 ~ i _ ; EASEMENT ~ _ PROP05ED MA STA 198+54 r PROP05ED MANUAL AIR RELEASE - _ ~ TEMPORARY CO~NSTREI T10N - '1 ~ ~ SEEIGUC STAI SEEIGUC STANDARD 5-13 i~ - , - I I EASEMENT AROUND BOR PIT 1 - - - _I ~ ; , SEO MENT ~~i -SED MENT FILTER BAG, TYP ~ a' I~ ,l~ I I , 40 X15 BORE PIT ~ - ~ - I - a2 7 ~s - ~ _ i _ i ~ ICI _ 50' - - I I 5TA 19+69 PROPOSED F ~ ~ / . PROP05ED 24' DIP FORCE MAIN PROPOSED PERMANENT , ' I PROP45ED 90' B ND ~ ~ --EASEMENT V ~ I ~ ~ (10' OFF FUTURE ROAD RAY -EASEMENT VARIES ~ 1. ~ _ I I SAN SWR MH ~ ~ ~ ~ f ----.s,~ 15' OFF ExIS~ING ROAD R f VY) F ~ E~STING 10° Rid '°I . II I ~ I TOP 20:07 - ~ ~ ~ , ~ - - - I ~ I I 1 5+0~7 - - _ ~ ~ _ _ _ I INV 8,92 I I w 19F+~Q„ 1O 1,. -ADD Q 10 98 Oa - _ - - - t r ~ ~ - ~ ~ r', 4- 3T _ _ .q.r-,_ ......~,_,r,,.,:,,,~,:,, . I L. _ ` r.. ,rl"~.. 'gip'-_.-4...~-f.- , , E , , a ~ . _ I~ SAN SWR _ _ - - m - - _ h : , - . i1 ~"~0" SAN 5WR ~ I.. 'a ~'r ..T - , - ~ iT _ - ~ - 8 OAK " 1 ~ SAN 5WR MH ti _ - 8OAK - SIGN TOP 17:23 TOP 18,09 ~ 's. ELEC MH II INV 11,88 I INV s MUMFORD 8 OAK L NDSCAPED AREA , .59 R0~l~'_-`~R-,~~-~3Q_. _.r_ 75 if I a aAK PROPOSED-., y _ _ ~ EXIST 60~ FUTURE 70r _ _ 3 AN 5WR MH FOP 18,88 ROAD R/4V ROAD R/W - j!' , INV 8.31 LANDSCAPED AREA c ~ _ _ ~y - _ , E„ E;v_~__:,~~.,.., °Li 8 WATER MAIN I - _ ._r-, f . CASING ~R~ - _ ~ _ O, - ,ice - ~ ~ ~ .5 ~ ~ E ee.. ~ _ _ ~,.~.~,_,~_u..s ,~~_.._-r w~ - . .r.~-- T MAIN k _ _8 WA ER _ - . - _ _ _ - y r _ - Q - ~ . I t, . . - ~u, ~ r - - - - .BFI. 1 ~ K , , I - , ` - _ f~~,h.:: n`I"~~ ..I m?,I.+Aa~ ! ~v I u:,4[~ .:II 1JITUU = nr ff 1~~ ~ F: F PI _ ~ L a e na I 4 ~ 1 - i ~ _ ~ '~.r ~ ~.-..i 1..'L\, \ ~ is l~: II / {V 1~ ~ I v _ , ~ I ~ r. - _ : - - I.; _ _ _ _ _ - _ ~ _ 1 ~ 15" ELECTRICAL EASEMENT I i0" OAK .,I. I ~ ~'I' ~ ` 1 i 8 OAK ~•-i2 CEDAR 1 ~ DI 10 - 5AN SWR MH U. - _._--STOP 18.93___-- _ _ ~5 15'x15' BORE RECEINNG PIT 18' PINE ' I;~y~, . ~ SAN SWR M I N- - I .I CREPE MvRrLE roP ia~3 I PRQP05ED PERMANENT ILT FENCE TYP ELEC BOX E INV,t'1,~s 4p I'~,~ ~ ~ . rI TOP 18.68 G _ _ _ I: 1' INV 10.77 EASEMENT VARIES S~NV11.03 ~a-_ 1E ~ a f-~TaIPORARY CONSIRU~110N-EASEMENT I; _ ' INV 9.78 - _ , I~i ~I~' ~ ~ 027000 ~ _ - - ~AROUNtLHORE_REC£IVING PIT ~ ~ ~ TP #41262 & '3984 ,i ~ ' ~ : 'GH~AIN~LINK-'- ? I PROPOSED PERMANENT ~ ~~FENce _ - - - - ~ ~ `,1 , ~ CITY DE GREENVILLE I _ - - _ _ --'-STA-193+79__ - , ~r EASEMENT VARIES ~ ~ - - _ " .I,^ , I I PROP05E - M.B. 48 AG. 99 ~ I ~ r D 9O BENB~,~M1 ,:.f ' ~D ' ~ % ~ . ' PROPOSED 24 FORCE MAIN I a I E ; f' FlBER -FIL11?Ai1011` , I t,,, ASPHALT PARKING LOT / i, ' (15' OFF EXISTING ROAD R/VV) ~ I it II i ~ ~ ,-TUBE- TYP-- - a- i OD I j i` € l o, e " ~ I , I ! 0227039 _ ~ ~ \ ~1 ~ ~ ~ 10 ELECTRICAL EASEMENT ~ ! j _ ~ ~,:,~}s ~ i ~ = ASPHALT PARKING LOT ~ ? i t ~ - % 1 , p ,I~, I I I I r~r ~ I jl ~ y I - _ ~ TP~,,#28893` l ~I` ~ f ~ I I I E ~ / TP #34226 I TP #57752 IjJ , ° ~ ~ `~~CITY~~OF GRE~N~VIL~E % .1 l ~ / -r tP HBCC PROPERTIES LLC HBCC PROPERTIES, LLC ' I ~ 1 M I I I `E l l ~~B. 2~Q~, .pG. ~94`~~ ~ 1 , ~ `1 D.B. 984, PG. 600 I D,Br 828, PG. 783 E '1 I~ ' ~ I ~ I , ~ ~ PaND I M,B, 48, PG. 172 I M.B. 48, PG. 79 z } I ; + I~ I !1 r ~ ~ f I' I PLAN I. I: I 1 =40 , I r 40 I I I I i ; ! I , I ~ , I 1 , ~ I I ! 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ISSUEDFOR DATE BY APPROVED I ' '14121 2:41P 0:31101-RAI\31141-f 1\f eWIP"`' 1;ivil FM-2 dw B .Jf;RFFWF I r khetr' , FRFFS= n 131101-RAI L31141-041 drawin s\misc\31101-001 FM TB,..lhaseslEl(ISTING,G:131141-RAL\31101-0011GRAWINGSIbases\EKISTING PROPERIY,O: 31141-RAE 311 41-0 011tlrawin9s1GEN HEYMAP,H: LTO 31141-RAE 31141-001 GRAWINGS hoses SP-EC,O: 31141-RAE 31141-041 4RAWINGS bases FM PROFILE 9 9 E y 1 t 3 - ~ _ _ i NOTES; _ ~ - - ~ I ~ . _ _ I _ s J/ f N I D I I i" ~ D 5TA 257+05 ~ ~ ~ D PROPOSED 22.5 BEND I ~ ~ ~ 1~ ~ I STA 257+59 ,P ~ ~ E- ~ _ PROP05ED 22.5 BEND - - I . _I _ . ~ I I ~ I ~ ~1°'j- ~ _ _ _ I - - - _ - - - - - - - 1 i ! ~ f - STA 256+87 STA 257+77 z, ~...~R_,r-_~ PROPOSED 22.5' BEND PROPOSED 22,5' BEND a~ . -~r: w 1 E ~ ...r ~t - ~ Y - ~ ~ _ W ~ _ , - ~ - ~ , , , 3 _ ~ -,e,. ~-o- ATE- R °m'.' 10~'N ~IAIN~` u . ~ , . _ ~ CONC. 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ISSUE9 O FOR DATE BY APPROVED y z. y 20110121 2:OOP 0;\31101-RAL131101-001\DRAWINGS\Civil\FM-24.dwg By:JGREENE Last Saved By thetrick XREFs= 0:\31101-RAL\311 01-0 01\drowings\misc\31101-001 FM TB,..\bcses\EXISTING,0:\31101-RAL\31101-001\DRAWINGS\bases\EXISTING PROPERTY, 0:\31101-RAL\31101-001\drawings\GEN\KEYMAP,H:\LTO\31101-RAL\31101-001\ORAWINGS\bases\SP-EC1 0:\31101-RAL'131101-001 \DRAWNGS\bcses\FM PROFILE n ` 1 ' I ` L , - _ L ~ ' - 1 ~ _ - , 'S, ~ ~ 1 / \ ~ ~ i ` ~ 1 ~ 1 ~ I s I ~ \ - ; 1 1 - `x <<~' I ~ PROPOSED 24 FORCE MAIN ~ `a~ / i I ~ WITH 25' PERMANENT EASEMEN ~ PROPOSED 24 FM { ~ ,a~. s L 'r. 5' BEHIND EXIST, WIRE FENCE ~ - - J - - ( ) _ _ _ ~ y~' t ~ FORCE MAI ~ 'L ~ ~ _ aHE - - \ sF \ 20~ N' .,.LL ,m_.-, ~ , - _ OHE . _._._...f, _ ~ r., 1\~ .A INV 5792 I P~ _W2,.,~ _ - _ _ ONE __.1~ ACTOL S R AQ _ . r d'us ~ ~ 6O' ROA OLD P u ~ _ s.- ~r,_ p ~ r..... _ r ~~T - - r,._ T..~.~ . ~ ,ate.. - ,y ..;~.5..,,, ,LLB ~ ~~dv , - I11 . f _ . „u,..,._....,~~..~.,~..., ~ EXIST. 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ISSUED FOR DATE BY APPROVED SHE-f- -OF XX 1 R' P101 ei17l11 i11,f WI fit , V '7 FNF -F "311n 1 F A' \31101- '1%' -%31101-- 1 FM TH -V% 711 ' f)'\31101-RAI\31101-001\ORAWINGS\b --\FXISTING PROPFRTYO:131101-RAI\31101-001\drawings\GENVILYMAP, H:\LTO\31101-RAL\31101-001\ORAWINGS\bases\SP-EC,0:\31101-RAL\31101-001\ORAWINGS\bases\FM PROFILE ~nnn' RR \m 1 I I ` \ ~ ' f`\ ~ . f r 7f f r j P 3 I f r A .u ~ ~ fP ~ I + f 1 1 I NO 116m f 11 f ; p~ ( I ~ p I q _ -tip ~ ~ F.~i~i ---.7 ~'I ~c~i~ i3 - ' _h ~ 1, POWER PALES TO BE TEMPORARILY v 0 - - - HWY. 26 - '-~d i ~ ~ ~ f I' r i SUPPORTED DURING CONSTRUCTION AND ~ QP ~ RoAq. EocE ~ P VEMENT ~ - ~ RE-GUYED IF NECESSARY. COORDINATE _ _ ~ f ~ ' \ ALL WORT( WITH UTILITY CO. PRIOR T4 - . ~ ~ EXIST ~ fr w - ~ R (VAR1E5} ~ ~ \ _ ~ ~ ~ ~ + ~ ~ , , : ~ coNSTRUCrIo N. FORCEMAIN TO BE MIN 7 ~ f t J1 ~ ~ ~ ; ~ + ~ `L-- ~ EklSr Rp CLEAR OF CENTER LINE OF POWER POLE. ti ~ r _ ~ t:. I: . 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'i~_.„ ~ ~ ~ zoo, - ~ ` ~Y' " ~ " (10' OFF EXISTING AOWER POLE) ~ - - r -rza ~ ~ o- - - . _ - ~ - E . . _ _ ~ _ i5._.__ ~ 1~, 04 - - - +0 , ~ _ _ ~ ~ f~~~~ 305+001 ~ ~ f~ f ~ - a~ \ z ~ r. ~ _ , ,;fir ~ ~ f ~ - ~ ~ ~ ---~~~=7~ ~ ~ - _ ,,f STA 3D0+72 Jr, „ ! ~ PROPOSED 11.25' BEND _ _ _ r F 'r PROP~06ED Z4 DIP FORCE MAIN ~ r STA 297+31 - ~ W_._ ~ I I ...~..J ~ 51LT FENCE TYP ` - ~ , - ~ ~ PROPOSED 45 BEN ~ _ - r ~ 1 0227D00 PROPDSED 34' PERMANENT EASEMENT , . , - _ ,_Y_L ~ f _ ~ STA 299+10 _ - , I~,, a a~ _ ; PROP05ED~KGNUAL AIR RELEASE _ _ d ~ ~ ` ~ i POLE #218-1~-5 ~ 1J' -GIfC STANDARD 5-13 - } ! r : , ~ 1 r , w I 1 ~ t ; ? ; t ,t i J srA 3os+s~ ~ y _ ~ ~ f ~ f E ~ f PROPOSED 11.25 BEND - _ ~ ,1 - 1 I ~ 1" 'r~!.1 ~ 1 ~,ti r .,1 f ; ~ ? ~ ~ ~ - STA 307+2fi j r ~v ~ I ; ~ ':t ^r _ PROPOSED 11.25' BEND - ~ - ~ - TP #22~a4 , 1 ! J ~ f ~ ,.Il f »3 ` v~PCO R ~ ~ r` i` ~J ~~1"*~ €al ~ ! PHILLIP E. 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I I -30 I III I ~ I ~ i I~ ~ I(~ s ~ 72+00 74 00 76+00 78+00 80 00 82 00 84+00 86+00 88 00 90+00 92+00 94 00 96 00 98+00 98+00 100+00 102+00 104+00 106+00 10$+00 110+00 112+00 114+00115+00 PROFILE >3~o~YOUnrGr coNr~cror~ua,c~a 1 1 HORZ. 1 =15a 1-X00-b32-4949 VERT. 1 "=31 FINAL DESIGN ~ NOT RELEASED FOR CONSTRUCTION THE SCALE BAR DATE JANUARY 2011 oESIC~E~ KMD CAR N CAR o ~ ~ GREEN GREENVILLE UTILITIES COMMISSION SHDWN BELOW H & S JOB 4i i r1i flni rnu n~l\~~i~ nQ'~1~~i/. DRAWN UFJ oFt~)b/o v SAWYER ~ CITY OF G Q Q < `,ITY OF GREENVILLE, NORTH CAROLINA MEASURES ONE NUMBER %J v _vv COMPLETE HDD PROFILE INCH LONG ON CHECKED SE L ffiZEN AND Environmental Engineers & Scientists CONTRACT DRAWING PROJ,ENGR. HTT ~ F 9- NGINE`~ NGIN~~ ~ 4011 WestChase Blvd, Raleigh, North Carolina 27607 STA 73+85 TO STA 114+50 THE ORIGINAL NUMBER NUMBER o P 1 / L, S MAS WESTSIDE I REGULATORY APPROVAL 1 11 H& S N ~ yO ~ STSIDE INTERCEPTOR AND FORCE MAIN DRAWING. 1 FM 30 NO. ISSUED FOR DATE BY APPROVED 101 ~ ® SHEET- - - -OF XX 20110121 1:56P 0:\31101-RAL\31101-001\ORAWINGS\Civil\FM--30.dwg ByJGRELNE Last Saved By. thetrick XREFs= 0:\31101-RAL\711 01-0 01\drewings\misc\31101-001 FM T6,0:\31101-RAL\31101-001\aRAWINGS\bases\FM PROFILE NOTES: 1 CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, PLOWABLE FILL ETC. SHALL BE FORMED Ii SING PLYNlOOD OR SANDBAGS TO PROVIDE REQUIRED SHAPE. W w ORIGINAL GRADE _ _ _ FINISHED GRADE I I=1 I I III I 11=111=1 I ICI III=III=III ~1;,~,;,~I ~ COMPACTED BACKFILL i / I ~ ~ I i~ ~ ~ DDMPACTED BACKFILL \ \ \ / ~ UTILITY LINE \ 1 -6 / (DIAMETER VARIES) ~ \ ~ . . N ~ i SELECT BACKFILL ~ . , SANDBAGS - CONTR CLASS B CONCRETE, METAL, MATERIAL (NO MATERIAL Pvc oR coMPACTED cLAY " DPT10N LARGER THAN 2 ) ~'-a° CLASS B CONCRETE 6' MIN ALL AROUND _ _ ~ I I Tfl~-I I ~ : PIPE 1=111=111= ~ 1~~-~~~-.11 UNDISTURBED TRENCH WIDTW 6' 6° EARTH I NO,T TO EXCEED 40 FEET SECTION W 12' TYPE A CONCRETE ENCASEMENT (SEE NOTE 1) CLASS B IN EARTH ¢So CONCRETE CONCRETE THRUST BLOCK SCHEDULE ~ PIPE BEND DESIGN =1 I I--I I 1=1 11= ~ SIZE 90' TEE 45' 22 1 2' 11 1 4' PRESSURE ;.::fig,„ ~ ~IN H L H L H L H L PSI) l-1 l l III=1 II~.~, - z 24 6.4 12.9 4.7 9.5 ~.4 6.8 2.4 4.8 150 =1 I hI I I-1 11= ~ ..~~.II ~ ~ BASED aN AVERAGE SOIL PASSIVE BEARING I 1=111 111=1 ~::~::.,,j =1 I I=1 1 I I-1 11= II=III III- CLASS B CONCRETE, COMPACTED STRENGTH OF 2000 PSF USING SF OF 1.5. - - CLAY, PVC OR STEEL -1 I 1-I 11= _ I DIMENSIONS FOR BLOCKS IN FEET = - W - I - =111= -III 111=1 =1 I I=1 I 11~I 11= I- - TYPICAL SECTION =I 111= TEE OR BEND ~ ~ I= - i COMPACTED BACKFILL I =1 - 1~-0° CONCRETE AND CLAY ONLY \ \ _ ( } II-III II=1 tiY ONLY) \ \ - - ~ ~ =III I I II III- \ \ - - -I I I 11-I - - \ - - ~ ~ -1 . , I , , - NOTE, FOR GRAVITY SANITARY SEWER LINE I RY SEWER LINE IF SDR 35 PIPE IS USED & CONTRALTO D & CONTRACTOR / CRETE COLLAR, THEN ~~2 L 1~2 L ~ I SELECT BACKFILL g" 6° ELECTS TO USE CONCRETE COLLAR, 1 COLLAR IS TD BE CENTERED ON ONE :NTERED ON ONE FULL CLASS B MATERIAL (NO MATERIAL JOINT OF DUCTILE IRON PIPE, COST O ON PIPE, COST OF CLASS B LARGER THAN 2°) DUCTILE IRON PIPE AND TRANSITION SLEEVES ARE TO BE INCLUDED IN THI ~ND TRANSITION ¢ ~ CONCRETE CONCRETE / INCLUDED IN THE U COST OF CONCRETE COLLAR, PLAN COLLAR, ~ ~ / ~ UNDISTURBED ~ \ EARTH CRUSHED STONE - 1/8 PIPE ANTI-SEEP COLLAR O.D. BELOW PIPE (MIN. 6") I AND UP TO PIPE MIDPOINT ~ ~j , ~i ~ I ~ ~ I ~ UNDISTURBED TYPE B EARTH 1/2 S FOR ASPHALT PAVEMENT TRENCH EXCAVATION LIMITS ON LIMITS FOR ASPHALT PAVEMENT INTERNAL W OVER CONCRETE ASPHALT SURFACE W i COURSE, MATCH DIAMETER WIDTH OF TRENCH I OF TRENCH CONCRETE -MATCH EXISTING, 2" MIN DF PIPE MAX W=MIN W=MIN EXISTING, 6" MINIMUM EXISTING PAVEMENT 4 -6" 319" 21-0' ' 2'-0' 8 -10 3 -S 2 -2 2 -2 12° 31-9° O.D.+21 ' a.a.+2' PLAN -TEE THRUST BLOCKS PLAN -BEND AGGREGATE BASE ~ 14°-16' 41-2° D.D.+21 COURSE, MATCH 1 " 1 ' O.D.+2' (SEE NOTE 1) ASPHALT BASE 18 4 -4 O.D.+2 EXISTING, 6" MINIMUM ° ° 1 ° 1 ' a.D.+2' COURSE 2" MIN 20 21 4 -8 O.D.+2 ' a.D.+2' W 24 41-11" O.D.+21 / \ A I- tl I ~ 27 5 9 Q.Q.+2 " a.D.+2' 022~~ W 30 61-7" O.D.+21 ' Q.D.+2' ' a.D.+2' \ AGGREGATE BASE 36" 7`-4" O.D.+21 ' Q.D.+2' COURSE, MATCH 42 81-2" D D +2` ' Q.D.+2` II ~ ~ EXISTING 8 MINIMUM ~ / 1 48° 81-9' Q.D.+2° ' Q.D.+2' ~ I COMPACTED BACKFILL ~ ~ ~ 54° 91-4" O.D.+2' \ ~ ' Q.D.+2' - i \ ~ Z Q " 91-10" O.D.+21 ~ ~ - ~ ~ COMPACTED \ 60 1 " I o.D.+2' ~ ~ - ~ ~ / BACKFILL ~ 72 11 0 O.D.+2 " O.D.+2' 1 I N I Q - ~ ~ I 78 11 8 Q.D.+2 ' Q.D.+2' 1 . ~ 84 12 -0 O.D.+2 / \ ° 1 1 O.D.+2' N SELECT BACKFILL ~ ~ 90 12 -6 O.D.+2 r ' Q.D.+2' MATERIAL NO MATERIAL 96° 131-0° O.D.+21 ( LARGER THAN 2 ~ 108 14 0 D.D.+2 ) ~ i ~ ~ Q.D.+2' \ 1 N _ DEPTH S ~ Z s ~ DF MAXIMUM PAVEMENT IUM PAVEMENT .CEMENT WIDTH _ CUT REPLACEMENT WIDTH - ' S=W+41 CRUSHED STONE TO A 0 6 S=W+4' 5=W+8' ~6-81 5=W+81 VERIIGAL HEIGHT OF t/6 >8-10` S=W+121 S=W+12' PIPE O.D. DN SIDES OF - - >10-121 S=W+161 S=W+16' I PIPE AND 1 f 8 D.D. BELOW >12-14' S=W+20' S=W+2Q' NOTE: SEE 0222100 THRU 02221D5 , PIPE (MIN 6 ~ >14-16 S=W+24 s=w+z4' FDR PIPE BEDDING DETAILS. , I >16-18 S=W+28 S=W+28' >181 S=W+321 S=W+32' W =TRENCH WIDTH AT BOTTOM OF ?T BDTTOM OF PIPE. TRENCH SIDE SLOPES SHALL .APES SHALL TYPE C BE IN ACCORDANCE WITH OSHA NTH OSHA TYPICAL TRENCH REQUIREMENTS. 09 FINAL DESIGN a NOT RELEASED FOR CONSTRUCTION THE SCALE BAR DATE JANUARY 2011 H&S DESIGNED ~ Cf~R~ ~ CA~~ REENV G ~ ~ ~ ~ GREENVILLE UTILITIES COMMISSION sHO~N sELOW H & S JOB ~ o~ H A S O F ~SSI~ y F ~SSI~ DRAWN ~ „o N_ 9 Z ~o _ _ 1 17T1T1T 1 1?T11 ?TZ][ Ii~ll f :ITV MEASURES ONE NUMBER ~1 ~ °0~~ ITV flF rRR~N1Ill I F NnRTIa f'.ARnI INA Vl l 1 VI bl1 INCH LONG ON CONTRACT DRAWING nALL11 AIV CAW ILK ECKED SE CH v ~ ~ lb-l-`5 ~fi 19 M. STANDARD DETAILS THE ORIGINAL NUMBER NUMBER a DRAWING. ~ PROJ,ENGR. H & S 24 Environmental Engineers & Scientists WESTSIDE IP S ~XO NO. ISSUED FOR DATE BY APPROVED ;STSIDE INTERCEPTOR AND FORCE MAIN SHEET OF XX 1 REGULATORY APPROVAL 1/11 H&S F NGIN~4011 WesfChose Blvd, Raleigh, Norfh Carolina 27601 WAVM 1101" 3:170 0:v31101-RA1\31i01-001Ar 5--A IIs%Rnl FonWG RFFNF I, t qnued r I(elter %REFs= \misc131101-001 FM TB NOTE: NO STONE REQUIRED FOR SPACE GREATER THAN 12' (2) FL 90° BENDS / / / / / / / / i\ i\ i\ i\ 4" plp VENT REQUIRED WITH ~ ~ ~ WATERTIGHT COVERS 6° PIPE 6' FLANGE CONNECTION GROUT AS REQUIRED ~ VENT TO 8E PAINTED CRUSHED STONE O.D. MANHOLE COVER AND FRAME AROUND VENT WITH 2 COATS EPOXY (CAST IN) TNEMEC SERIES 66 MANHOLE COVER AND OR EQUAL FRAME (CAST IN) 6° ~ _ EXIST GRADE VARI PROPOSED -~E- PRECAST CONC MANHOLE -GRADE VARIES SEE PLAN P NE REFER TO 0260150 FOR ADDITIONAL DETAILS WHEN 6° EXISTING GRADE _ _ y WATERTIGHT COVERS ARE USED 6 MIN 6° MIN ° - MANHOLE STEPS ~j~~~ ~ i2° MAX I 12 MAX MANHOLE S1 AT 16° OC AT 16° OC r~~~~ ~ r~ ~ _ EXIST PROPOSED BOLTED MANHOLE JOINT P~ - - - _ ~ PIPELINE i ~ ~ MANHOLE STEPS AT 16" OC CONNECTION, TYP 5' UNLESS OTHERWISE SPECIFIED REQUIRED WITH WATERTIGHT ~ COVERS AS SHOWN IN DETAIL 026106 12° i° THICK COMPRESSIBLE MIN JOINT FILLER MATERIAL ~ 5~ UNLESS OTHERWISE SPECIFIED MAIN PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE LINE - i ~ SLOPE 1/2° a ~ - SLOPE 1/2" PER FT a ~ SOW CHANNEL o z PRECAST IN1 i BENCH - PRECAST INVERT ~ ~ SLOPE 1/2" PER FT CLASS °B° ° CONCRETE ~ ~ 00 FLOW CH NNEL BENCH--SLOPE > A ~ I ~ FLEXIBLE RUBBER UP FROM CHANNEL 1/2° PER FT 8° i r SLEEVE BOOT 7YP _ FLOW + CHANNEL PRECAST INVERT FLOW ! ~ 6" TYP COMPACTED CHANNEL i i -COMPACTED WASHED ~ 6 i i GRAVEL GRAVEL COMPACTED CRUSHED STONE SST CLAMP 12•` C ~ ~ DROP MANHOLE MANHOLE STEPS AT 16' OC 6 MANHOLE AND VENT 1 PRECAST MANHOLE CASING PIPE 0201 ~u it ~ CARRIER PIPE FLEXIBLE RUBBER SLEEVE W/ SST STRAP, TYP STL. PLATE NOTE; 1" THK. X 6° LG. 2" AIR/VAC VALVE FOR 20" FORCE X WIDTH READ. MAIN DR 3° AIR/VAC VALVE FOR 30° FORCE MAIN, WHERE NOTED ON PLANS PLAN 3/4"~ BOLTS ,-----MANHOLE COVER AND FRAME (2 READ- j EA. SIDE) / GROUT AS REQD FINISHED GRADE ' 18~~ SQUARE 1 2 CLEAR, TYP 1" RAD ON ~ , f " ALL CORNERS 2" GSP '\~~i\ ~ RISER RING (MAX 2 PER MANHOLE) VALVE BOX PAD ° 1 ASPHALT SURFACE PIPE ALIGNMENT GUIDE N 1 ASPHALT SURFACE COURSE- 1/2 S 1/2 S C OURSE (TYPE C) BUTT EXIST PAVEMENT 02320 A a; MANHOLE STEPS AT 16" DC `i' a. (TYPE A & TYPE B) _ ` ~ - w e~ ° 8~-0° ID PRECAST MANHOLE - ~ a, EXIST PAVEMENT REPAIR HOLES ~ ° ~ ° i _0 _ CRACKS ETC. BEFORE APP>_YING \ ~ / c° o OFFSET PIPE OPENING TO ALLOW TRENCH 1 0 ~ . ASPH TO EXIST SURFACE ~ Z FOR GATE VALVE OPERATION MIN MIN ~ ~ i EXIST PAVEMENT ~ ) ( ) \ / ~ ~ 2° f 3° AIR VACUUM VALVE TACK COAT TYPE A TYPE B TYPE C NOTE: EMB NOTE: EMBED INTO CONC PAD, 2-INCH AL NUMBERS AND TICK-MARK ~ INDIi INDICATING SIZE OF VALUE AND DIREC11ON OF PIPELINE a 2°/3° GALL VALVE ASPHALT BASE COURSE - ~ FULL DEPTW REPLACEMENT z a. 2~-0" x 2°-0" ~ a ° 2° f 3° CORP, STOP ° CUT BACK EXIST SURFACE COURSE ~ 6 MIN. DEPTH i 6° _ SQUARE CONCRETE PAD ¢ ~ r'/ DOUBLE STRAP SERVICE SADDLE MIN FROM BASE 0 . GATE ~ TYPICAL TYPICAL SEE NOTE ABOVE ~ ~ ~ ~ ~ PAVEMENT AGGREGATE BASE COURSE - 8 l ' ~ \ VALVE F SECTION- PAVEMENT VALVE BOX TOP SECTION ~ SECTION 'MTH COVER ~ ¢ FINISHED ~ ~ GROUT ALL JOINTS (TYPE B & TYPE C) ASPHALT BASE COURSE - 2 MIN / ~ GRADE . _ EXTERIOR AND INTERIOR \ ( E B & TYPE C) W ,r_'_ iv 6°~ ° . o PROPOSED FORCE MAIN TRENCH WIDTH ~T ~ . ~ , ' DRAIN HOL o r ~ ~ ' CONC SUPPORT MIN 20° 'r LONG (CENTERED BELOW OUTLET) / Dgo:.. e'a_.. X WIDTH & gEPTH AS READ \ ' / CENTER COMPACTED \ LENGII CENTER SEC1i0N / \ \ \ { BACKFILL /i ~ (LENGTH AS READ) o ~0 12° MIN COMPACTED STONE ~o°,a _ ~°o~ BEDDING BELOW MANHOLE VALVE SUPPORT PROVIDE AN ADDITIONAL / \ 1/4 CU YD AT DRAIN ` ' VALVE BOX VALVE BOX PAD AIR VACUUM VALVE A~EM~LY TYPICAL PAVEMENT REPLACEMENT 0264005 1509424 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION DESIGNED H & S THE SCALE BAR DATE JANUARY 2011 ~ GAR N GAR ~ ~ Q GREENVII ~ i ~ GREENVILLE UTILITIES COMMISSION SHOWN BELOW H & 5 JOB ~1 1- 1 DRAWN H& S 0 FE5S1~ ~ FESSIp y ~ ~ _~a ~ 9 ~ ~n~r ~ ~?rn ~jt~mn !'.ITV (1F f;A TV (1F f;RFFAlllll I F ~InRTU f:~Rfll IAIfl MEASURES DNE NUMBER ~ ~ cZ vN , , vR %At i va %At «L-I I V IL...ry I ¦vI I I I I ILI &W"ll., ? INCH LONG ON CHECKED SEA . PA 1 Zola STANDARD DETAILS CONTRACT DRAWING Environmental Engineers i n i & Sc e t sts .ENGR. H & S N4011 WeslChase Blvd Raleigh, North Carolina 27607 THE ORIGINAL NUMBER NUMBER F~GINE~~ PROJ ~ ~ qN ~ti ti ~P 1 REGULATORY APPROVAL 111 H&S S OM AS WESTSIDE IN "3TSIDE INTERCEPTOR AND FORCE MAIN DRAWING. D2 NO. ISSUED FOR DATE BY APPROVED Zal~ 1 SHEET OF XX 20110120 3:43P 0,131101-RAL\31101--001\ORAWINGS\sdetails\062 FM.aWG By.JGRFFNE Lost Saved By. Ifetter XREFs= ..\misc\31101-661 F01 TB,.\02640068 NO 0 ESe 1 GUT 2" DEEP NOTCH AT PIPE. UPPER 4x14 BEAMS SHALL BE PLACED IN CONTACT WITH PIPE AT NOTCH. DO NOT OVERCUT,NOTCH, 2 PLACE 2xi2 SUPPORT MEMBERS IN CONTACT WITH PIPE ON EITHER SIDE. BEVEL BEARING 51ZE OF 2x12 TO FORM PIPE SEAT. 3 3/8e~ LAG SCREWS AT 2x12 SHALL HAVE 4" MINIMUM EMBEDMENT INTO 4x14. MATCH EXISTING 4 ALL STAINLESS STEEL SHALL BE TYPE 304. PAVEMENT 5 CONTRACTOR SHALL REMOVE EXISTING EXPOSED 21°~ MAILBOX POST REMOVE FRAME, LID REMOVE FRAME, LID PIPE AND PILES AFTER THE PROPOSED 1531 PIPE 15 N & CONE SECTION & CONE SECTION TESTED AND IN OPERATION. d' EXISTING GRADE EXISTING GRADE ~ f _z.,~~~ .fin EXIST GRADE 4~x6~ TRAFFIC BEARING FILL /Y", ! F I ~1. ~ L~ -t 4f s~ FILL TO GRADE WITH . , ~ ~ ` ~ ~ , ~ ~ DOUBLE LEAF ALUMINUM COM COMPACTED EARTHEN MATERIAL %/1~f~~~`` ,2= - _ _ CAST-IN-PLACE DOOR, HINGED & LOCKABLE r~ f~ ~ f J ~f:, i ~is ~o ~7~ _ri• f rr` '~f4 ~ RING & COVER ALUM H2O W LADDER UP qk,. 12 ~ ~ l i•~ 1f v ~ ! = SAFETY POST STONE ~ l t i fir` ~ HJJ ~)rl.~ ~~f)7 r~5yl ~ o RIM FLUSH W f GRADE ! ~ / ~ 4~fy4,.. J . o ° J p o C ~ ~f '~ri: i a,~Y~ } - e..-- f,~-q 'per-aj~ FILL REMAINING MANHOLE N ? EXISTING GRADE EXISTING GRADE _ i o FINISHED GRADE 1 SECTIONS WITH GRANULAR ~ FILL MANHOLE WITH ~ LOW DENSITY CONCRETE ~ e C~ N 6 6 ~ BACKFILL MATERIAL I ; „I ` No. 8, No. 57 OR (PLOWABLE FILL) I I =`:'cl Na. 67 STONE ~Tj; i; ; I MANHOLE STEPS, TYP {1fi° O.G.) `D - z v ~ ~ 2° 3~~ SCH 80 PVC 3 CORPORATION - / ~ o, WITH 90' BEND 3 STEEL OR a O e o n V SCH 40 PVC i 2 /3 AIR AGUUM VALVE I" i ~ I PROFILE PROPOSED - 0 2 f3 GATE VALVE FORCE MAIN 0 ~ ~ o _ - ~ ~ 15` 15~ 5~~ PRECAST MANHOLE T. I~B I ~e 1i9 ~~s~,~"~~: e ~ W/DOGHOUSE BASE ° f I ' i ,LL F .__i 6~x8~x6` CONCRETE VAULT q. D MAILBOX POST o0 00 0 00 o a d~ oo ~ ~ ~ ~~°8~ WATERTIGHT PLUG, WATERTIGHT PLUG, go go o°~ o~ o~ ~ ~ ~ ~ 00 0 ~Op II TYP TYP GRAVEL ALUMINUM FABRICATED 12 COMPACTED STONE UNPAVED AREAS PAVED AREAS SUPPORTS BEDDING BELOW VAULT v P o 5~-0~~ 6" DRAWN HOLE a a D P P O O D O O P EDGE aF ABANDONED MANHOLE R P P P P P P PAVEMENT MANHOLE ~N CORPORATION AIR VAC MANHOLE AUTOMATIC AIR VACUUM PLAN VALVE ASS EMBLY MANHOLES DETAIL 4 MAII.~OX REPLACEMENT NTS D3 DETAIL NTS D3 OUTLET PAD SIZING PIPE DIA. RIPRAP APRON STATION Do (inches) A (ft} B (ft) C (ft) Dmax (inches) DEPTH (inches) ~~BLOCK TYPE z~ ~ ~=~U ~~DO 4+13 15 10 12 10 12 70-T ¢p m CENTERLINE OF FORCE MAIN & MARKER 6~~x4°x4° WIDE x 1 2° / FILTER FABRIC 13+00 54 13,5 36 40.5 15 24 GALV, STEEL ~ SEE TABLE SECTION FOR SIZING NOTES: INSIDE FACE OF 20+09 36 9 18 21 15 24 B 3.75 A 1. CONTRACTOR TO SET TEMPORARY MANHOLE WALL w OFFSETS OUTSIDE OF CONSTRUCTION = 5' MIN s AREA AT EVERY BEND AND AT 2OD ~ ~ 34+17 24 6 12 14 15 24 E n FOOT INTERVALS. AFTER FINAL GRADING c AND SEEDING, THE CONTRAGTOR SHALL E SET A PERMANENT MARKER OVER THE N ~ COMPOSITE 51+00 24 (x3} 25 30 25 30-S i i CENTERLINE OF PIPE, OPPOSITE EACH ~ N MARKER OFFSET. SEALED MANHOLE i E JOINT 5/8°~{ASTM A325} GALV. STEEL BOLT, OR I 68+75 24 15 20 15 60 2. MARKER T4 BE WH1TE IN COLOR. a ~ 1/2 ~ 304 STAINLESS STEEL ? LENGTH AS REQUIRED I 3. MARKER SHALL BE LABELED RAW _ ~ ~ _ a C SEWAGE LINE°, 74+25 12 3 4 5 9 12 GROUND 1/2°~ 304 STAINLESS STEEL 5° MIN ~ ~ / ~ ADHESIVE ANCHOR 149+10 24 6 12 14 18 24 iv r _ _ NOTE: MAINTENANCE RE UIREMENTS: Q CEMENTS: 230+15 15 3.75 5 6.25 9 15 LOCATED AT ALL JOINTS WITHIN 6 FT. OF FINISHED GRADE. SANITARY SEWER FORCE MAIN 1. INSPECT EVERY WEEK ANC WEEK AND AFTER EACH RAINFALL EVENT THAT 280+15 48 12 32 36 15 24 3" 1 PRODUCES INCH OR MOf z ;H OR MORE OF RAIN. MAX NOTES: 2. INSPECT FOR SIGNS OF EF DNS OF EROSION AND DISPLACEMENT AROUND AND ~ OUTLET PAD SHALL BE TO DIMENSIONS SPECIFIED IN THIS TABLE UNLESS T UNDER RiPRAP. REPLACE REPLACE AND/OR REPAIR IMMEDIATELY AS OTHERWISE SHOWN ON THE CONTRACT DRAWINGS. BOL ~ ED MANHOLE JOINT CONNECTION NECESSARY. WHERE APRON DEPTH WAS DETERMINED TO BE GREATER THAN 24 INCHES, ARMORFLEX INTERLOCKING BLOCKS WILL BE UTILIZED INSTEAD OF RIPRAP (SEE DETAIL XX/DX}. FORCE MAIN MARKER DETAIL 2 NTS D3 OUTLET PROTECTION FOR CULVERTS 02433010 FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION DESIGNED ~ ~ ~ N CARS N GAR ~ ~ o GREENVI ~ ~i ~ (i GREENVILLE UTILITIES COMMISSION SHOWN BLELOWR DATE JANUARY 2011 DRAWN H& S O F E55~~ O F ESS/p ~ _ ~o ti,~ 9 ~ ~a ti9- _ 1 fl?~11T 111TH Ijil[lPll l`,ITY ClF rF H & s JOB 31101-001 ITY CIF rRFFNlIII I F NnRTla f:~Rnl IAI~ MEASURES ONE NUMBER r,r. ¦ rrr~ . ~ ~ .~4. STANDARD DETAILS INCH LONG ON S~ 1111V CAVVILA "OR A J CHECKED rf[','1rr-r CONTRACT DRAWING H & 5 Environmental Engineers & Scientists PROJ,ENGR, THE ORIGINAL NUMBER NUMBER t/~G 0 r tv NGIN4411 WesfChase Blvd Rolei a 2 fi47 gh, North Carolin 7 WESTSIDE I~ 1 REGULATORY APPROVAL 1 /11 H& S S~ O MAS STSIDE INTERCEPTOR AND FORCE MAIN DRAWING. I D3 NO. ISSUED FOR DATE BY APPROVED L /-v-11 [SHEET OF XX i 201,10120 3:43P 0:\31101-RAL\31101-001\ORAWINGS\sdekons\003 FM.OWG By..JGRFENE Cost Saved By. Imorgon XREFs= ..\misc\31101-001 FM TB,.\0243301C I PUMP PROPOSED EARTH BERM, TYP NOTES: STEEL PaSr TEMP, CONSTRUCTION 1, EROSION STONE TO BE 'CLASS I" RIP-RAP UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION STREAM CROSSING CLASS "I ° PLAN, TOP STRAND SEDIMENT BAG FLOW--~ RIP RAP 2, TEMPORARY GMP PIPE SIZE AND AMOUNT NEEDED SEE TABLE THIS SHEET, \ / STAY WIRES 3, PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW SHOWN ON ~ ~ ~ THE CONSTRUCTION PLANS, ~ 12 5' r ~ ~ MIN. MIN \ 4, WIDTH DF CONSTRUCTION EASEMENT SHALL BE MINIMIZED , BASED UPON FIELD CONDITIONS. ANY I DISTRUBANCE(S) EXCEEDING 40~ MAY REQUIRE ADDITIONAL WATER QUALITY PERMITTING, GALV WIRE FABRIG AND FILTER FABRIC, U . LrJ , , BURY TOE OF FILTER ~ MAINTENANCE REQUIREMENTS: ~ A ~ A ~ ~m z ~ ~ FABRIC A MIN OF 8" ~ ~ ~ : I ~ I ~ ' ' ` ' 1, INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES INCH OR MORE OF RAIN. w ~ Z 0 W ~ N ~ x „ . _ - Z J M J ~ ~ I ~ ~ _ 2. REMOV S J ~ - . ..:::...:....__.._..._..._......~;~:=_t:~::_:--.-_-.._.-' E EDIMENT AND WOODY DEBRIS PROMPTLY, N BOTTOM STRAND STREAM 3. SEE DETAIL 0227038 FOR MAINTENANCE REQUIREMENTS FDR TEMPORARY SEDIMENT FILTER BAG. ~ 4, REMOVE COLLECTED SEDIMENT FROM STONE RIPRAP AREAS AS NECESSARY. TDPDRESS WITH GRADE LINE 2-INCH CLEAN WASHED STONE AS NECESSARY.. ~ ~ TEMP 18" TO \ / ' I 8O" CMP ~ I CROSSING I I CLASS "I" PROPOSED EARTH PIPE / \ SEDIMENT BAG BERM, TYP RIP RAP 20' i i I I i I ~ 4D' CONSTRUCTION EASEMENT I, a ~ ~I (SEE NOTE 4} LyJ L~'J POL METHYLENE FABRIC PLAN 8'-0' MAX a° ON FACE (8 ML. THICK) MIN CONSTRUCTION SEOUENCE FOR STREAM CROSSING 12' PROPOSED EARTH FROM TO MIN, BERM, TYP PUMP TOP OF BANK i. INSTALL PUMP AND LINE TO PUMP FLOW AREA UPSTREAM OF TEMPORARY STREAM CROSSING TO AREA ELEVATION SECTION PUMP QOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUING PUMPING WHILE WORKING WITHIN SILT FENCE SILT FENCE ~ ~ ~ ~ ~ THE STREAM. ~ _ m~.~mt'~ TEMP 24 " TO NOTES; _ `~I:.ml~~._..._::::::.-_::::.:- 7_. INSTALL UPSTREAM DAM FILTER FABRIC AND TEMPORARY CMP COVER PIPE INLET WITH F B 1 80" CMP A RIO AND SAND ~ `~~;~"t,'~i~i~r"~ ; _ _ BAGS AS SHOWN IN INSET °A" WHILE WORKING IN THE S7REAM.j ALLOW STREAM FLOW THROUGH CMP AS . ~ s ;:1~'~"~~~F`~+If~l o -T: . SHOWN IN INSET ~~6° WHEN NOT WORKING WITHIN THE STREAM, 1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY THE ENGINEER) WITH 6'-0° POST SPACING ODES NOT REQUIRE MESH SUPPORT FENCE. 2 ~.e1 18" MIN 2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO THE POST. ?j~~~ ll 4 _ ~ - . : . = ~ _ 3. AM IEMPORARY STONE DAM AND FLTER FABRIC TD PREVENT BACK FLOW INTO - - - ~ - ~ ~ ~ CON57RUGTION AREA. fV EX. INV, POL METHYLENE FABRIC MAINTENANCE REQUIREMENTS. GREEK CROSSING ON FACE (8 ML. THICK) 4. INSTALL PROP05E0 EARTH BERMS ALONG TDP OF BANK ON EAOH SIDE OF THE CONSTRUCTION AREA. PIPE ~ 1, INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/aR WOODY DEBRIS, TEMPORARY STONE DAM 5. INSTALL SEDIMENT FILTRATION BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN TEMPORARY DAM USING THE BAG. 2 2, FILTER FABRIG THAT HAS COLLAPSED, TORN, OR HAS IN ANY WAY HAS BECOME CDMPRIMISED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 6. INSTALL THE SEDIMENT FILTRATION BAG. I , . .4, 3, REMOVE ANY SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND ALSO TD REDUCE PRESSURE ON THE FENCE, AVOID ,r ECT/ON A-A 7. UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM UNDERMINING THE FENCE DURING GLEANOUT. INSTALL SANDBAGS IN PIPE INERT & FABRIC WHILE PUMPING BOTTOM, A - AROUND DURING CONSTRUCTION IN STREAM ~ q 4. REPLACE FILTER FABRIC THREE (3) MONTHS AFTER INITIAL INSTALLATION AND EVERY THREE (3) MONTHS THEREAFTER UN11L CONSTRUCTION HAS COMPLETED AND CONTRIBUTING D 8, UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM AND SEDIMENT BAGS. POLYETHYLENE FABRIC G7 REMOVE SANBAGS & FABRIC TO ALLOW FLOW THROUGH DRAINAGE AREA HA5 BEEN PERMANENTLY STABILIZED. ON FACE (8 ML, THICK} PIPE WHEN NOT PUMPING AROUND. TEMPORARY DITCH CROSSING S LT FENCE DETAIL 1 0227000 NTS D4 STEEL FENCE POST WIRE FENCE HARDWARE CLOTH 4~ MIN. SILT FENCE 3" DIAMETER =,-s? WASHED STONE r,J~a~-`3~ ~;~rlwl_11 x ellp~E Y'-~A~ ..^,.~rn!,S ,TI':i',f~; ai7;i " ' ~'t~•° 3' FILTER FABRIC 5 MIN °rj~l}+~~rta,~--~~ ON GRGUND '`"~~~'`°`'~r~' EXISTING ' 4 + ~;s ~ MATTING GRADE MY IG 6° MIN Y S ~ I. i V7 1 I ~ - ~ ~ SEE TABLE A . ~ ~ ~ I ~ Ir+ ~ t + - ' { ;3F I i _ L I i ~ _I ~ ~ ~ TABLE A TOP OF SILT FENCE ' LIVE STAKES - - I ~~i ; - - - , RIPRAP MATTING ~ + MUST BE AT LEAST 1 I ~ ~s;'~ ~ly,i ~ - ABOVE THE TOP OF ; - ~ ~ I THE WASHED STONE 'a~- I BURY WIRE FENC€ AND HARDWARE CLOTH BURY 8" OF UPPER EDGE OF - I' 6~MN WIRE STAPLE -~3 l FILTER FABRIC IN TRENCH STAPLE 21b/sf (Min, Shear Stress) , 1 ~ - 11 GAUGE .1 ~ -I -I BANK COMPACTED TO - I_ GAUGE) CLASS 2 24-36 MONTH LONGEVITY 100% COCONUT 90-95~ STD. PROCTOR ANCHOR TRENCH TRENCH RONf T VIEW + ~ III 1 ~ MAX DEPTH DEPTH NAIMENANCE REQUIRELIENTS; PROFILE VIEW ! _ 1. INSPECT WEIXLY AND AFTER EACy RAIHFAII EVENT THAI PRODUCES ~ INCH OR BURY WIRE FENCE, IaDRE of RaN. REMOVE SEDIMENT AND DEBRIS. rDPDRESSINC w0H T-INCH FILTER FABRIC, + RESTORATION OF B~ CLEAN, WASHE6 STONE AS NECESSARY. AND HARDWARE TOP OF RIP RAP ORATION OF BANK TO ORIGINAL CONTOURS WITH NATIVE WDDDY MATERIAL. CLOTH IN TRENCH LIVE STAKES, SUCH 2, REI~6VE ACCUNUtATED SEOIMEHT, THE CONTRACTOR SHALL DISPOSE OF SEDIMENT STAKES, SUCH A5, SILKY DOGWOOD, SILKY WILLOW, BLACK WILLOW, ELDER OFF-SDE IN ACCORDANCE WffH ALL STATE AND LOCAL REGUWTIONS, STEEL FENCE POST _ BERRY OR CORAL B SET MAX 2' I.PART 'Y OR CORAL BERRY SHALL BE INSTALLED BY A QUALIFIED PROFESSIONAL IN (DEpJL ADOPTED FROM THE TOWN 6F HOLLY SPRINGS, NORfH CAROWA - MIN. 18" INTO soup NORMAL W.L, 2.0~ LIVE STAKING. HAR ENGINEERING DEPARTM EMJ GROUND ~ I~ AND 3~$ TD 1-INCI STAKING. HARVESTED LIVE STAKES ARE TO BE 18 TD 24-INCHES IN LENGTH - - AT A DEPTH OF 12- 3/8 TD 1-INCH IN DIAMETER, THEY ARE TO BE PLANTED 2-FEET ON CENTER DEPTH DF 12-INCHES, PILOT HOLES MAY BE NECESSARY IN CERTAIN SOIL CONDITIONS TO PRE 11TIONS TO PREVENT DAMAGE TO THE LIVE STAKES. DISTURBED AREAS FROM STABILIZED OUTLET FOR SILT FENCE ~ NGI~oT GLASS TOP OF RIPRAP LAl MAXIMUM 4 RIP RAP OF RIPRAP LAYER TD THE EXTENT SHOWN ON THE CONTRACT DRAWINGS NATURAL STREAM BED I SHALL BE COVERED .L BE COVERED WITH COCD MATTING, UNLESS OTHERWISE SPECIFIED. A 0227024R (SEE TABLE A) 12-INCH CROSS-CU JCH CROSS-CUT SHALL BE CUT IN THE MATTING FDR PLACEMENT OF EACH LIVE STAKE. SECURE ~ 1~MIN SPACING AS RECOMI STAKE. SECURE MATTING AND CROSS-CUTS WITH STAPLES OF GAUGE AND - THE SERVICES OF A ~ING AS RECOMMENDED BY MATTING SUPPLIER. CONTRACTOR SHALL PROVIDE SERVICES OF A QUALIFIED PROFESSIONAL IN LIVE STAKING TD INSTALL LIVE z;~1/N STAKING AND MATTI ING AND MATTING. PROVIDE TEMPORARY SEEDING AND STABILIZATION NOTED ON DRAWING Xl PRI DRAWING X1 PRIOR TO PERMANENT LIVE STAKING, MAINTENANCE REQUIREMENTS: 1. INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL EVEN 1HAT PRODUCES ~ INCH OR MORE GF RAIN. REPAIR GR REPUC NN. Ii~PNR OR REFUGE INMEaAiELY A5 NECESSARY. 2 ENSURE MATirJG HAS MNNTANED GOOD CGNTACT WITH THE GRWND AND EROSION HAS NOT OCCURRID BENEATH 1HE I~ATI AED RENEAIH 1HE I~ATIING. 3, ANY AREAS OF THE NATIING THAT ARE DAMA(;ED OR NOT IN GOOD CONTACT WITH THE GROUND SHALL BE RFPAIE~D OR RE NJ. BE RFPAIE~D CR REPIACm pNU STAPL® II~MmIAIELY. 4, ANY UVE STAKES THAT NAVE BEEN DAMAC~B, DISPLACED, OR NOT SURNVED SHALL BE REPLACED iLIYEOIAIELY. YYECIAIFLY. 5, CLEAR ANY ACWl91LATED SEDILIENT OR DEBRIS PROMPTLY, 8, REFUGE DISPLACED RIPRAP AS NECESSARY, SPECIAL EMBANKMENT FOR NT FOR RIVER BANK STABILIZATION IZATION FINAL DESIQN -NOT RELEASED FOR CONSTRUCTION DESIGNI=D H & S GAR 'r1 GAR ~ o~ ~ o GREENVII ~ ~ ~ GREENVILLE UTILITIES COMMISSION SHOWN BLELOWR OAT~E 5 JANUARY 2011 DRAWN H S ~ F~SSIO ti ~ ES51 ti ~ ~o tip- ~ ~ ~ ~r~~ ~ ~?Tn ~jT~mn ~ITVn~ f;A TV n~ r;RFFnnni i F ninRTU ~oRni i~i~ MEASURES DNE NUMBER JOB 31 ~O1-OO1 ~~~.ti..~ ~ v, ? INCH LONG ON CHECKED SE S EROSION CONTROL DETAILS CONTRACT DRAWING t7 $ , 2d~1 Environmental Engineers & Scientists Z THE ORIGINAL NUMBER NUMBER NGIN~~ ~v 4011 West Chase Blvd Raiei h Norfh Carolina 27607 1 WESTSIDE IN 1 REGULATORY APPROVAL 1 /11 H& S A L c,\ PROJ,ENGR, H & S NO. ISSUED FOR DATE BY APPROVED Z Ze~~ ' 3TSIDE INTERCEPTOR AND FORCE MAIN DRAWING. D4 r~ SHEET OF XX 20110120 3.43P 0:\31101-RAL\31101-001\CRAWINGS\sdetails\004 FMDWG ByJGRFENF Last Saved Ay. Ifetter XREFs= „\misc\31101-001 FM TB,O:\31101-RAL\31101-001\drawings\sdetails\0227000,0:\31101-RAL\31101-001\drowirigs\sdetails\0227024R,0:\31101-RAL\31101-001\drawings\sdetails\TempCreekCrassing,0:\31101-RAL\311 01-0 01\drawings\sdetails\0227023R-new102609 1Y / ~ GE ~ / o A-~ F~ / ~R , S o D ~ 0 0 ~ i p 0 0 P ~ ~ 000 1 oa oaoo ooao MI CONSTRUCTION SPECIFICATIONS M N~ 00 0~ 00 00 o I, ti 0 00 00 0 00 00 0 o ao 1. AREA SHALL BE CLEARED AND GRUBBED ' 0000000000000 aooaoo ooooao ACCORDING TO SPECIFICATIONS, 00 00 00 00 00 0 2. SEED BANK ACCORDING TO PLAN SPECIFICATIONS. 0 0 0 0 0 0 0 0 0 0 0 o(~ o~ oQ o~ o~ o 0 0 000 a o 3. SECURE MATS AT THE TOP OF THE SLOPE BY 00 000 r TOEING IT IN AND REINFORCING IT WITH A ROW OF 00000000000 o ~ a o oa oa oa oa o ~+I r ~ AT LEAST FIVE (5) STAPLES, SPACING EACH ONE N o~o~oaa~o oho I~ ~ APPROXIMATELY 8° APART. t~ Ep 0 0 0 0 0 0 G EGG E 0 0 0 0 0 0 0~ II II f ~,3 51 a~ o o~ a~ o~ o~ o ~ ED 0 0 0 0 0 0 - ~ ~ 4. PLACE STAPLES 6~~-$~~ APART ALONG LENGTH OF s~ ooooao +~p 0 0 0 0 0 0 0 ~ MAT BLANKET TO SECURE TO THE SOIL SURFACE. 0000 ooooao 0 0 00000 IG STAPLES F- ~ ~ I ALL STAPLES MUST BE FLUSH TO THE SURFACE. gR o 0 0 FP 0 r J ~ 1. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR R f' 1~ a FIB o ~ ~r 1~ SEDIMENT FORM LEAVING THE CONSTRUCTION SITE. PERIODIC p 1, ~ EE ~~r 1~ R 1R P TOPDRESSING WITH 7-INCH CLEAN WASHED STONE IF ~ S E y GR 2 E~ I~ ~ OS 15 NECESSARY. ~ h~ EA P R G~ E RG ~ 1y p~ P E ~,3 ~ G~ TENANCE REQU REMENTS: S I Q ~ ~E S~ 2. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING INCH yVP 1. INSPECT MA 0R MORE OF RAIN FOR ACCUMULATED SEDIMENT. REMOVE ANY INSPECT MATTING WEEKLY AND AFTER EACH RAINFALL EVEN THAT PRODUCES ~ INCH OR MORE OF RAIN. REPAIR OR REPLACE IMMEDIATELY AS ~k OR AS SHOWN ON PLAN NECESSARY. ACCUMULATED SEDIMENT AS NECESSARY. NECESSARY. 2. GOOD CONT,' GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING. 3. IMMEDIATELY REMOVE MATERIALS, SEDIMENT, AND f OR DEBRIS THAT HAS BEEN TRACKED ONTO ROADWAYS. 3. ANY AREAS ANY AREAS OF THE MATTING THAT ARE DAMAGED OR NOT IN GOOD CONTACT WITH THE GROUND SHALL BE REPAIRED OR REPLACED AND STAPLED TEMPORARY GRAVEL CONSTRUCTION IMMEDIATELY IMMEDIATELY, ENTRANCE EXIT f 4. IF EROSION IF EROSION DOES OCCUR, THE PROBLEM SHALL BE FIXED AND ERODED AREA REPAIRED AND PROTECTED FROM FURTHER DAMAGE. 5. CONTINUE M CONTINUE MONITORING MATTED AREAS UNTIL PERMANENT GROUND COVER HAS BEEN ESTABLISHED. ROLLED EROSION CONTROL MATTING (RECM) DETAIL ~ NTS D5 NOTES: MAINTENANCE REQUIREMENTS: 1. CONTRACTOR SHALL EXERgSE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER BAG WH£N PUMPING. 2, THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN DN THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS. ~ ~ 1. INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER EVERY RAINFALL PRODUCING z INCH OR MORE OF RAIN. 3, TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH ASEWN-IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR-INCH DIAMETER PUMP DISCHARGE H05E. THE DISCHARGE HOSE SHOULD BE EXTENDED INTD THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A H05E CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLITIN THE BAG W1LL NOT BE ACCEPTABLE. CLASS I RIP RAP 2. VISUALLY INSPECT FOR SIGNS OF EROSION AROUND OR BELOW THE RIP RAP AND IF ANY STONES DAVE BEEN DISPLACED. MAhE ANY 4, THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISP05AL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS. NECESSARY REPAIRS IMMEDIATELY. SEWN-IN CONNECTION SLEEUE FOR 5 TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN fi INCHES OF SEDIMENT HA5 ACCUMULATED OR IN ACCORDANCE WITH PUMP DI5CHARGE HOSE THE MANUFACTURER S RECOMMENDATIONS, ~I Z'-pY RIP RAP HEAptiNALL TEMPORARY 51LT FENCE FLOOD STORAGE ZONE W1TH BACKING ~ -0 FLOW - ( } ~INIuMI~If~UM ~ Ie~PI ,OPTIONAL LIFTING STRAPS MAINTENANCE REQUIREMENTS; TY~, ry 1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING }INCH OR MORE OF RAIN. COVER #57 STONE PAD VARIES WITH ANY DAMAGE TO THE SEDIMENT FLTER BAG SHALL BE REPAIRED IMMEDIATELY, PIPE - o WITH GEOTEXTILE (TYPE III, GROUND LINE SLOPE SEQIMENT STORAGE ZONE 1'_6° ~ ~ FLOW - ER0510N CONTROL) 2, TEMPORARY SEDIMENT FILTER BAG SHALL BE REPL ACED WHEN 6 INCHES OF SEDIMENT HA5 ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENOAT]ONS, 2~-0" MINIMUM TEMPORARY SEDIMENT X FILTER BAG 14'-6~ X 3, MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID WATER BEING DISCHARGED. ANY TURBID WATER BEING DISCHARG 2 -0 X 13 -3) ED FROM THE BAG SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY BLOCKAGES ARE NDT FOUND, ASSUME THE BAG IS AT PIPE INVERT MAXIMUM SEDIMENT OEPTH MINERAL AGGREGATE SEDIMENT CAPAgTY AND REPLACE IMMEDIATELY. (SIZE 57) ~0 (CLEAN OUT LEVEL) CLASS I RIP RAP c4 c4 00 00 0 0 POLYETHYLENE SHEETING VARIES WITH TEMP. SEDIMENT FILTER BAG MIL MINIMUM) GROUNDLINE S~~ MINIMU ARIES #57 WASHED STDNE #57 WASHED STDNE VARIABLE SLOPE 1~ THICK z 3~ HIGH (MIN.) TYPE II SEPARATOR ('ID'-o' MINIMUM) 2'-D° MINIMU 0~-0° MINIMUM TEMP, 51LT FENCF SEDIMENT STORAGE GEOTEXTILE X - (W1TN BACKING) - _ ~ GEOTEXTILE - o LAYER - ~ EXISTING GROUND LINE _ _ PLAN TEMP. SILT FENCE USE # 57 STONE POLYETHYLENE : GRAVEL A DRIP RAP FIL PLAN SECTION 4# TD LEVEL BAG SHEETING N TOP VIEW (TH BACKING} RIP RAP FILTER BERM BASIN GRAVEL AND RIP RAP FILTER BERM BASIN FROM NATURAL GROUND LINE 0~2~0~ 6 SIDE VIEW TEMPORARY SEDIMENT FlLTER BAG 022~O~a FINAL DESIGN m N®T RELEASED FOR CONSTRUCTION DESIGNED H & S ~ CAR ~ CAS THE SCALE BAR DATE JANUARY 2011 ~ ~ ~ ~ REENU ~ ~i ~ GREENUILLE UTILITIES COMMISSION SHOWN BELOW H & S J08 a nn DRAWN H& S O F ~SSID `y 0 EsSr ~ ? n A~ ~ nF On, TT ~ rsrtir r ~ ti rr [ 1 ~rtir it trr~ niT?~ nr nr IT?i nr nn~rr Ir ill 1 P ~ ~r?~TI 1 A A et r~i i~ ~ A ~iraci it~rr Hair )1 ~~°~11~ lvl CHECKED _Z47 -r SE nALE-N AN V k'q)AWYER ullyul-ut ~ F-ml3uETC3 Ulvr- NUMbLN EROSION CONTROL DETAILS lNCH LONG ON CONTRACT DRAWING $ z THE ORIGINAL NUMBER NUMBER F !L8 ROJ.ENGR. H & S Environmental Engineers & Scientists P ~ W NGINE~ 4011 WestChase Blvd Raleigh, North Carolina 27607 ~N o ~P 1 REGULATORY APPROVAL 1/11 H& S S~ S WESTSIDE 11 :STSIDE INTERCEPTOR AND FORCE MAIN DRAWING, I D5 +~A NO, ISSUED FOR DATE BY APPROVED sir SHEET OF XX 20110120 3:43P O:\31101-RAL\311,01-001\ORAWINGS\sdetails\605 FM,OWG By.JGREENL Lost Saved By: Imorgan XREFs= ..\misc\311 0 1-0 01 FM TB,O:\J1101-RAL\31101-001\drawings\sdetails\02577018,0:\31101-RAL\31101-001\drowings\sdetails\RECP,O:\31101-RAL\31101-001\drawings\sdetails\0227038,0:\31101-RAL\31101-001\drawings\sdetails\0227016R NOTES; SLOPE PROTECTION APPLICATIONS: 1. OVERLAP OR `HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL 0 T ONE FOOT WITHIN OVERLAP SECTION, 2. WHEN USED IN CONJUNCTION WITH WATERBARS OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM DF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT, THE FFT ROLL MUST HAVE GOOD CONTACT WITH THE WATERBAR IN ORDER TO PREVENT SHORT-CIRCUITING. GENERAL GUIDELINES FOR SPACING OF TUBE TRENCHES FOR SLOPE INSTALLATIONS 3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 1°-2~ IN DIAMETER. 4, WHEN PERFORMANCE-ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND-ALONE PRODUCT (NO PAMs). SLOPE GRADIENT TUBE INTERVAL 1H:1V 15 FEET CHANNEL PROTECTION APPLICATIONS; 2H:1V 25 FEET FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS. CL 24 3H:1V 35 FEET 2'-6" CL 24" 3,-6„ CL 24 3~_6~~ NOTE: :1V 2. FOR CHANNEL APPLICATIONS, FFTs SHALL SE STAND-ALONE PRODUCTS WITHOUT PAMs, 4H 50 FEET PRECAST VAULT SHALL BE DESIGNED TO WITHSTAND BUOYANT FORCES IN ACCORDANCE 3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TD ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM SIDE OF WITH THE SPECIFICA110NS. THE FFT, I I I GENERAL GUIDELINES FOR SPACING OF TUBE 4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW, I I i I I i I I I I TRENCHES FOR CHANNEL INSTALLATIONS I ~ CLASS B CONC FILL MAINTENANCE REQUIREMENTS: a SLOPE GRADIENT TUBE INTERVAL a 1, INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCESINCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/OR 2% 25 FEET WOODY DEBRIS. A ~ . n.. a S-C a ~ 2, FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE REPAIRED o ~ 0 4 ~ I ~ IMMEDIATELY. ~ a ~ 3, STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY. ~QQ a a A 4, WHEN SEDIMENT ACCUMULATION REACHES ~ THE DIAMETER OF THE FFT, ]T SHALL BE REMOVED AND DISP05ED OFF-SITE BY THE CONTRACTOR IN Q ~ Q ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. Q ~ a d 5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY. I I I I I I I I I I ~h 7 iti t~ ~ :~i ,iii ~~i I - 18 TO 2D-INCH TUBE WOOD STAKE TO PENETRATE THE BACKFILL AND COMPACT LOOSE MATERIAL - - r: : _ OUTER 1-INCH OF TUBE UPSTREAM OF TUBE - - - ~ ` - ~~-flu - - - ~ CL 36° 6 DR 8 INCH U-SHAPED = _ _ _ - WIRE STAPLES PLACED - - - - - - AT ONE FOOT INTERVALS - - - - - - - =~~a i~i~ix~ ~ , ~ $M 12~-0" DRIVEN THROUGH OUTER = _ _ - _ - _ '~~""'"'2 1 INCH DF TUBE - - - - - - - - - - - - PLAN EXCAVATE A - _ _ _ - PRECAST CONCRETE VAULT PLACEMENT TRENCH TO - _ - 24° ACCESS MANWAY 1/3 DEPTH OF THE FFT - - EL 19.50 USE 36-INCH (MIN) STAKE WITH 12-INCH MINIMUM EMBEDMENT SPACED AT TWO FOOT INTERVALS PROFILE VIEW _ W/STAKING DETAIL DRIVEN THROUGH OUTER 1 INCH OF 36° PIPE SHOWN REFLECTED TUBE, 'LEAVING ABOUT 3 INCHES ADJACENT TO SECTION CUT GRO 1~.a~ OF THE STAKE PROTRUDING ABOUT THE TUBE CLASS B CONC FILL o 10 FT TYPICAL I / ~ ~ J ~ 20 FFT J 1 l/ I f J 1 f If f t + + + f d- J 3" 1~ j 1 N q ~ ~ ~ INV EL 12,4 ~ . - 4s o ~ , - _ - ~ e- ~ - ~ ~ ~ . ~ ~ - ~ ~ ~ e~ - SUBGRADE COMPACTED PER SPECIFICATIONS WOOD STAKE 5EE STAKING DETAIL SECTION 12° COMPACTED ABC OR #57 STONE 0~ cn' • FFT TO EXTEND TO TOP - ~ ~ ~ - . - ~ DETAIL ~ EXCAVATE A ~ - ~ PLACEMENT TRENCH TD . _ _ ~ ~ 1 3 DEPTH OF THE FFT ~ ~ ~ ~ ~ / ~ ~ CHANNEL BED ~ _ ?4~ - - F!BER FILTRATION TUBE FFT CHANNEL CROSS SECTION CFlANNEL PROTECTION FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION THE SCALE BAR DATE JANUARY 2011 DESIGNED H 8C S ~ CARO ~ CA~0 ~ ~ GREENVI GREENVILLE UTILITIES COMMISSION sHOwN sELOw H ~ S J08 ~ (i ~ ~i DRAWN H 8c 5 ~ F ~SSl~ ~ F ~SS~Q n ~ 0.o ti~ ~ 0.o ti~ I ?~r~?T ~ ~?Tn ~tt~mn ~~TV nF r~ TV nF rRFFN1Ill I F N(1RTN f',ARnI INA MEASURES ONE NUMBER 31101-001 Q INCH LONG ON CONTRACT DRAWING CHECKED ' S !7 SE v %A ,L-L- IN V L-yL-r 'WE IN I Y~ STANDARD DETAILS 8 0 2~++ Environmental Engineers & Scientists PROJ.ENGR. M & S Q THE ORIGINAL NUMBER NUMBER FN~ ~(r FNGlNE~ 4011 WestChose Blvtl Raleigh, Norfh Carolina 27607 9 0 ~P L. T t S MAS WESTSf DE lft 1 REGULATORY APPROVAL 1/11 H& S Al \ yO STSIDE INTERCEPTOR AND FORCE MAIN DRAWING. 1 D6 NO. ISSUED FOR DATE BY APPROVED ~U SHEET OF XX 1 20110120 3:43P 0:\31E01-RAL\31101-001\ORAWINOS\sdetoils\006 FMXWG By:JGRELNE Lost Saved By IfeUvr XREFs= \misc\31101-001 FM TB,O:\31101-RAL\31101-601\drowings\sdetails\0227039,0:\31101-RAL\31101--001\drowings\sdetoils\sd-vault VARIES 1. ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SMALL CONFORM TO THE APPROPRIATE PILE SUPPORTED PIER 2'-0" 6~-O° 20~-D° SPAN ~ - ~ MANHOLE, TYP SECTIONS OF THE CITY OF GREENVILLE UTILITIES HANDBOOK UNLESS NOTED OTHERWISE HEREIN. SEE DETAIL 4/D7 CLASS I AND NOTE 3 2. CONCRETE PROPERTIES SHALL BE AS FOLLOWS; RIP-RAP SLOPE MANHOLE TYP TYP MIN ESSIVE STRENGTW = 4000 PSI ' ' PROTECTION, TYP ' ~ ` CONCRETE COMPR , 3/4" STAINLESS STEEL NOMINAL SLUMP = 4 INCHES ~ . CONCRETE PIER ANCHOR BOLTS WATER/GEMENTITOUS MATERIALS RATIO = 0.45 (MAX) DIP PIPE BET>+V'EEN SEE DETAIL 4 D7 / ~ \ , AIR CONTENT = 6% ~ 1.5% MANHOLES EXTEND RIP-RAP 2'-0° NOTE 3 f CLASS I RIP-RAP ~ I=~ 2 -0 SLOPE PROTECTION, TYP ~~'f O CRETE SHALL BE COMPOSED OF CEMENT WATER COARSE AGGREGATES FINE AGGREGATES ~ C N PAST WATER LINE TYP AND AIR. CEMENT SHALL BE TYPE I f II OR II IN ACCORDANCE WITH ASTM C-150, MATERIAL ~ ~ ' RE UIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C--33. . ° " Q COARSE AGGREGATE SHALL BE SIZE No. 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE _ _ _ _ _ _ _ SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY WEIGHT UP TO 25%. rw I~ - - ~ - - _o .I " 0 " S D CONCRETE CORNERS SHALL BE CHAMFERED 3 4° Y 3. ALL EXPO E / PILE SUPPORTED PIER - _ _ _ = I ~ DIP PIPE WITH RESTRAINED SEE DETAIL 4/D7 - - _ JOINT FITTINGS BETWEEN 4 CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND SHALL BE ~ AND NOTE 1 CREEK CHANNEL ' MANHOLES CTICE FOR PLACING REINFORCING BARS ~ - PLAGED IN ACCORDANCE WITH RECOMMENDED PRA ~ i NOTES: OR FLOOD PLAIN S PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE oo ~ (LATEST EDITION) A 1. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY CONCRETE PIER CLASS ~B' CONFORMING TO THE PROVI5IDNS OF ACI 318 - 'BUILDING CODE REQUIREMENTS ~ ' -o 0 ENGINEER BASED DN SUBGRADE CONDITIONS AT SITE. SEE DETAIL 4/D7 FOR REINFORCED CONCRETE~~ SEE DETAIL 4/D7 FOR SUBGRADE PARAMETERS FOR EACH TYPE OF FOUNDAl1DN, AERIAL PIPE CROSSING 5. NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN U OMETER HARDNESS = 50. EDGE OF WATER 18~~ NEOPRENE, WITH D R 18 NOTES: TYP TYP PIPE ELEVATION 6. PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE RE UIREMENTS OF ASTM A36. PILES SMALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN 1. RIP RAP FOR SLOPE PROTECTION SHALL BE CLASS I RIP RAP Q IN ACCORDANCE WITH SECTION 8fi8 OF THE NORTH CAROLINA DETAIL 3 DETAIL B 60 _ ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING Of 3D NTS D7 LES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBEG SOIL. IN DEPARTMENT OF TRANSPORTATIONS °STANDARD TONS. PI DRIVING PILES A METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD SPECIFICATIONS FOR ROADS AND BRIDGES', OF THE PILE IS NOT DAMAGED, IF REQUESTED BY THE ENGINEER, PILES SHALL BE TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL 2. RIP RAP SHALL BE PLACED IN ACCORDANCE WITH DRAWING DETAIL A CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE, WHERE PILES 868.01 OF THE NORTH CAROLINA DEPARTMENT OF ARE EXP05ED PILES SHALL BE PAINTED AND/OR COATED IN ACCORDANCE WITH THE CITY TRANSPORTAIION~S °ROADWAY STANDARD DRAWINGS°. 45° SPECIFICATIONS. 3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER AERIAL PIPE CROSSING COLUMN VERTICAL ~ COLUMN HORIZONTAL OR VERTICAL BASED ON SUBGRADE CONDITIONS AT SITE. SEE DETAIL 4/D7 AERIAL PIPE CROSSING TYPICAL PLAN FOR SUBGRADE PARAMETERS FOR EACH TYPE OF FOUNDATION. GENERAL NOTES 60' i~10' DETAIL 2 0° TO 1/8" -O DETAIL 1 NTS a7 NTS D7 - - ~ a 3/4° r~ ~ ~ r 1/4°x3" GALV. STRAP WITH 1/4°x3° GALV. STRAP WITH 1/4°x2 1/2° NEOPRENE PAD MAX a° TO 9/s" ~ 1/4°x2 1/2° NEOPRENE PAD ADHERED TO STRAP D" TO 1/8° o ADHERED TO STRAP SNUG FIT SEE NOTE 5) (SEE NOTE 4) ( 1/4°x6" NEOPRENE PAD DETAIL A DETAIL B o 1 4°x6° NEOPRENE PAD / ADHERED TD SADDLE ~ 3 f 4" ~ STAINLESS T POSITION OF COLUMN DURING WELDING ADHERED TO SADDLE D 3/4 ~ ANCHOR BOLTS, STEEL ANCHOR BOLTS, 12p' ASTM A307 OR A36 "I~ N 120' ASTM A3D7 OR A3fi AERIAL PIPE CROSSING „ N u i, u u ~ i u Y ~ STEEL PILE SPLICE DETAILS 5EE NOTE 3 SEE NOTE 3 DETAIL $ SEE NOTE 4 SEE NOTE 4 FOR BAR SIZE FOR BAR SIZE FOR BAR SIZE FOR BAR SIZE AND SPACING AND SPACING NTS D7 AND SPACING AND SPACING A A A = B 2-1/4 x3 GALV STRAPS WITH C 1/4'x2 1/2" NEOPRENE PAD ADHERED TO STRAP ~ ~ ~ 1 4x6 NEOPRENE z ~ i ~ ~ PAD ADHERED TO ~ 5ADDLE SNUG FIT z ~ ~ N - 3 4 ~ GALV T ~ ~ ~ / ANCHOR BOLTS #3 STIRRUPS a ASTM A307 Q6 ,TYP m OR A36 4- #4, TYP ~ ~ ~ ~ 3 GLEAR D C N~ 120' ~ 4-#4 ~ ~ 3 ~i ii ~ H ii ii J L': ~ ¦ ii HP12x53 STEEL PILE NORMAL FOOTING 112 THICKNESS, FOR PILE SPLICE, SEE NOTE 1 TOP OF NOTES: #3 STIRRUP ~ ~ ° ~ ~ SEE DETAIL 8/D7 ~8~ F CONCRETE FOR ~ ~ ~j ROCKETENT PIER FOOTING FOOTING M ~ ~ PIPE bIA. °H° THICKNESS L SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS _ „ „ „ „ WIDTH LENGTH WIDTH BASED ON THE FOLLOWING PARAMETERS: #3 STIRRUP ~ ~ ~ 4-#7 D (IN.) (FT.) A (IN.) „ ° " ° ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF BELOW PIPE ~ ~ LEVELING MAY ~ BE PLACED WITH ~ B (FT.) G (FT.) D (FT.) CONCRETE COMPRESSIVE STRENGTH = 4000 PSI (BEYOND) 3 3 FOOTING #3 CIRCULAR < 6 12 2'-4~~ 5'-6° 3'-0" GRADE 60 REINFORCING STEEL ~ 2 1 ~ 12 HOOPS, TYP ~ ~ = i0 FT SEC HP12x53 HP 12x53 - 6 -3 3 -0 MAXIMUM STREAM VELOCITY / ' 8 12 2 4 STEEL PILE 6-12 ~ ° ~ ~ MAXIMUM SUPPORT HEIGHT (H) = 12 -0 STEEL PILE 10 12 2 -4 6 -8 3 -0 IF FIELD CONDITIONS RE UIRE ANY DEVIATION FROM THESE r ~ ~ ~ Q FOR PILE SPLICE NOTES: 12 12 2 -4 7 -2 3 -D PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED ' „ ~ ~ SEE DETAIL 8/D7 ~ ~ 1, PILE SUPPORTED PIER FOUNDAT PIER FOOTING PIER FOOTING FOOTING PILE PIER FOUNDATION DE51GN SHOWN ON z " < 6 12 3 -0 8 -0 3 -0 BY THE ENGINEER. 18 i8 1~ B 18 TWIS DETAIL IS BASED ON THE LASED ON THE FOLLOWING PARAMETERS: PIPE DIA,THICKNESS THICKNESS WIDTH WIDTH LENGTH SPACING ~ ~ , #7 BARS @12 " ° ° ' AROUND PERIMETER 8 12 3'-0" 9'-0~~ 3`-0° MINIMUM CAPACITY OF HP OPACITY OF HP12x53 PILE = 30 TONS D (IN.) A (IN.) B (IN.) C (FT.} D (FT.} E (FT.) F (FT.) OF FOOTING 14-20 ~ ~ " ~ 2.iF SUBGRADE AT LOCATION OF SUPPORTS IS DEEMED UNABLE 10 12 3 -D 9 -10 3 -0 p CONCRETE COMPRESSIVE ' TO WITHSTAND 2000 P5F BEARING PRESSURE, A PILE COMPRESSIVE STRENGTH = 4000 PSI ° GRADE 60 REINFORCING S 12 14 3 -D 10 -6 3 -0 SUPPORTED FOUNDATION SHALL BE UTILIZED AS PER DETAIL REINFORCING STEEL NON-BRINK GROUT „ MAXIMUM STREAM VELOCI~ < 6 14 3 -8 8 -9 4 -0 6/D7. ° ~ IF FIEL4 CONDITIONS REQUIRE A 'TREAM VELOCITY = 10 FT/SEC 6-12 12 20 2'-4'~ 3'-0" 6~-O° 3'-O° DNS REQUIRE ANY DEVIATION FROM 6° 92° aARS AROUND 8 14 3'-8 10 -0 4 -0 THESE PARAMETERS, THE FOUN .RS, THE FOUNDATION DESIGN SHALL BE MAX PERIMETER DF ° FOOTING, TYP 22-28 ~ ~ ~ „ 3~ IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3-FEET REVIEWED BY THE ENGINEER. 10 14 3 -8 11 -0 4 -D MINIMUM COVER OVER FOOTING, DOWELS SHALL BE DRILLED NOTES: E ENGINEER. 14-20 12 20 3 -0 3 -O 8 -D 5 -O o ~ a e e ® ¦ o c ~ e 2 i4 3~-8° 11'-10° 4'-0° INTO BEDROCK PRIOR TO PLACING FOUNDATION. SEE DETAIL WIDTH OF PILE CAP 1 „ ° 1. PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS 2. LENGTH OF PILES SHALL BE AS ~ SHALL BE AS REQUIRED TO DEVELOP ~ ¢ < 6 18 4 -4 9 -D 4 -0 7/D7. PIPE TOTAL PILE DETAIL IS BASED UPON THE FOLLOWING PARAMETERS: 30 TON CAPACITY BY EITHER E Y BY EITHER END BEARING, FRICTION 22_28 18 26 3'-8° 4'-D° 8'-9° 5~-9'~ ~ ~ 8 18 4'-4" 1D'-6" 4'-0° 4 _ DIAMETER WIDTH SPACING MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS OR A COMBINATION OF END BE. 3D-36 n i " ~ TWELVE-INCH AND FOURTEEN INCH WIDE PIERS AND FOOTINGS „ „ " „ _ DN OF END BEARING AND FRICTION. AS z S SHALL BE DRIVEN AT LEAST 15 FEET 10 18 4 -4 11 -6 4 -D IN. A FT. B FT. CONCRETE COMPRESSIVE STRENGTH - 4000 PSI A MINIMUM, PILES SHALL BE Df SHALL BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN ( ) ( ) ( ) .D SOIL, ~ ~ ~ ~ ~ ~ GRADE 60 REINFORCING STEEL INTO UNDISTURBED SOIL, 12 18 4 -4 12 -4 4 -D EACH DIRECTION ON EACH FAGS, EIGHTEEN-INCH WIDE PIERS < 36 6'-O° 3`-0° 30-36 18 26 4 -4 4 -D 9 -0 6 -0 • • e e ~ ~ AND FOOTINGS SHALL BE REINFORCED WITH #7 BARS AT 12 - MAXIMUM STREAM VELOCITY = 10 FT f SEC - < 6 18 5 -4 9 -6 5 -D 3. TWELVE-INCH AND FOURTEEN I ID FOURTEEN-INCH WIDE PIERS SHALL „ ~ INCHES OC IN EACH DIRECTION ON EACH FACE. 38-42 6'-6" 3'-6" IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE $ 18 5 -4 11 -0 5 -D ~ ~ PARAMETERS, FOUNDATION DESIGN SHALL BE REVIEWED BY BE REINFORCED WITH #5 BARS WITH #5 BARS AT 12 INCHES OC IN ~ ~ ~ 38-48 ~ ~ ~ ° 45-51 7 -3 4 -3 EACH DIRECTION ON EACH FACT 10 18 5 -4 12 -0 5 -D 5. EIGHTEEN-INCH WIDE PIERS SHALL REQUIRE TWO STRAPS OVER ~ THE ENGINEER. ON EACH FACE, EIGHTEEN-INCH WIDE 38-48 18 26 5`-4° 5'-O° 9'-6° 6~-6° ~ ~ 54-60 8 -O 5 -O PIERS SHALL BE REINFORCED N 12 18 5 -4 12 -1D 5 -0 THE PIPE INSTEAD OF ONE (AS SHOWN). INCHES OC IN EACH DIRECTION REINFORCED WITH #7 BARS AT 12 NOTES: ° 2, LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP 30 < 6 18 6 -4 9 -10 5 -0 TON CAPACITY BY EITHER END BEARING, FRICTION OR A FOOTINGS SHALL BE REINFORCE aCH DIRECTION ON EACH FACE. GEOMETRY DF EDDYING SHALL MATCH GEOMETRY OF BE REINFORCED TYPICALLY TO PIERS. 51-60 18 26 6'-4" 5'-0" 9'-10" 6'-10° CONCRETE PIERS +MTH hl~GHT DF 6 FEET DR LESS AS PER DETAIL 4/D7. 8 18 6'-4° 11'--4~~ 5~-0° COMBINATION OF END BEARING AND FRICTION. AS A 51-56 ~ ~ ~ MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO 4. EIGHTEEN-INCH WIDE PIERS SHE WIDE PIERS SHALL REQUIRE TWO STRAPS NON-sHRtNK GROUT sHALL BE "£UGO-N-5" BY 10 18 6 -4 12 -4 5 -0 „ UNDISTURBED SOIL. OVER THE PIPE INSTEAD OF O~ INSTEAD OF ONE (AS SHOWN), THE EUCLID CHEMICAL COMPANY; "MASTERFLOW 12 18 6 -4 13 -2 5 -0 713" BY MASTER BUILDERS, DR EQUAL. CROSSING AERIAL PIPE CROSSING AERIAL PIPE AERIAL PIPE CROSSING AERIAL PIPE CROSSING PILE CAP DETAIL CONCRETE PEIR DETAIL PILE SUPPORT PIER DETAIL CONCRETE PIER ON BEDROCK DETAIL 5 DETAIL DETAIL s DETAIL ~ NTS D7 NTS D7 p7 NTS D7 NTS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION THE SCALE BAR DATE JA3JUARY 2011 DESIGNED H & S ~A cAR Ro GREEN a ~ GREENVILLE UTILITIES COMMISSION SHOWN BELOW H & 5 Jae 3110-00~ (i ~ (i H & S ~ ~5S1Q 2 ~ ~~SSlp DRAWN ? _~F s~, 9 ? ti. TT 1 ITT11?T 1 1?T111 1~t ~ mn ~1TV nF r. '`.1TV nF rRFFNV~i I F n1nRTH ('.ARGIL 1NA MEASURES DNE NUMBER vvi v Q~ y MALE) AIV OAVV ILK y/1 1 1 VI 1.A1 ~rl rtl r.rr' •v. a . . v, INCH LONG ON CONTRACT DRAWING A S 1 S CHECKED zoi 7 6 111-Environmental Engineers & Scientists STANDARD DETAILS THE ORIGINAL NUMBER NUMBER DRAWING. D7 PROJ.ENGR, H F NGfN_,~: ~ NGINE~ ~ 4011 WesfOhase Blvd, Raleigh, North Carolina 27E07 T WESTSIDE qN ESTSIDE INTERCEPTOR AND FORCE MAIN 1 REGULATORY APPROVAL 1/11 H&S OMAS SHEET OF XX N0. ISSUED FOR DATE BY APPROVED TO lI MI -ZIP 0 X31101 -f "01101-M1` a'"""^cV 'Is\007 FY M"' ?FFNT I " Iz-, Ifetter XRFFs= \rr' •\311p1-001 FM TB I FINISHED GRADE NOTE: _ _ I WHEN A SANITARY SEWER MUST BE INSTALLED ~ = I •I ~ -I I ~=1 UNDER A STORM SEWER AND i2" OF VERTICAL =1 ~ =1 I SEPARATION CANNOT BE OBTAINED, SUPPORTS 1= =1 1I- III. =III= SHALL BE PROVIDED FOR THE STORM SEWER. I ~ I= WHEN SEWER IS SDR 35 PVC BEDDING SHALL BE _ I I- -I I IN ACCORDANCE WITH DETAIL #5-4 II~= _1= 1=1 1= -11' III- .III_ I II~ -11 I I- _ -I BACKFILL 1= ~.I I X11= =III I 1-1 - i,ll'I ~ - I ~~~I -1 ~ I I- -I= I_ _I 6' ABOVE SEWER OR II I I ~ = ~ ~ -1 I, ~ 1= TO BOTTOM OF ~ ~ ~j ~ ~ ~ ~ _ STORM SEWER, WHICH- INITIAL BACKFILL - • . ~ - ~ STORM SEWER EVER IS LESS. -I ~ • . II, 1~_O~~ 1= ~ STORM SEWER j =oa Oa p oo~~ - i SELECT _ 0 ~ ~ BACKFILL = - I o I- HALF OF THE DIAMETER . , =III=~~ ~~I=III 11= ,•-1I ~ ®o~ OF THE STORM SEWER ~ ° , , ~ . (BUT NO LESS THAN 12~~) ' CONCRETE FOOTING = ~ 12" OR .I I ~ ~ 1= PIPE ~ - • ~ (OR CONC. BLOC3C ~ ~ `°,a• = ~ LESS GRADE I ~ ' ~ =1 ~ I GRANDULAR HAUNCHING ~ o I = ' FILLED W/CONC.) - ~ I= DIP SANITARY SEWER ~T'° III Q:.,~.~.~_~~ o - EMBEpMENT I h _ _ =1 I I ~ o = ZONE ~ I I- BEDDING SEE 51DE SECTION (III ~ _I~ BEDDING o = 57 STDNE} II _III~ BEDDING 4 MIN. _ ,~a~~a ~ ado ~ _ ~ -II ~ I^ -i I I ,-1 I-1~I-1 I - I = E.=1 ~ = =1 - , , , ~ ~ , = = 11= 11= ~I11- DIP SANITARY SEWER FOUNDATION =1 I i~ -1 I I- MIN. - _ (SUITABLE UNDISTURBED EARTH =1 i _ _ _ _ - - - I-~ SIDE VIEW 6° MIN. FROM EDGE OF PIPE OR 57 CRUSHED STONE 11=] I I-III-I ! I-III- I ~I 11=1 11=1 11=1 I I: STDNE TO BE THOROUGHLY COMPACTED UNDER PIPE. GREENVILLE UTILITIES N0. DATE DESCRIPTION TRENCH SECTION DETAIL FOR THE INSTALLATION OF GREENVILLE UTILITIES NO. DATE DESCRIPTION SEWER CROSSING BELOW STORM SEWER PVC SANITARY SEWER PIPE {N07 INCLUDING TRUSS) GREENVILLE, N.C. GREENVILLE, N.C. SHEET DWG, N0. S-9 DWG N. WOOTI=N WATER RESOURCES ENGINEERING SHEE SHEET DWG. N0. 5-11 DWG N. WOOTEN WATER RESOURCES ENGINEERING Greenville 1 OF 1 DATE 3-12-99 APP H, COREY GREENVILLE, N.C, Utilities 1 OF GREENVILLE N.C. Greenville 1 OF i DATE 3-12-99 APP H. COREY ~ Utilities MANHOLE RING AND COVER FINISHED GRADE =TI=1 I I~ I I=1 I I=11 I=1 I I-I f~f~ I ~I I I~ I~ =1I PRECAST CONCENTRIC CONE z L` 6~ OF SERVICE LINE ~ COILED UP IN MANHOLE ANGLE METER STOP SERVICE LINE {PLASTIC} ~ 0 0 0 0 0 a Q ~ 000 oq~ o~ .~'00 4~~ MIN. STONE BASE 0 CORPORATION STOP = NOTE: SERVICE SADDLES SHALL BE USED ON FDRCE MAINS FOR AIR RELEASE FORCE MAIN GREENVILLE UTILITIES N0. DATE DESCRIPTION MANUAL AIR RELEASE FORCE MAIN GREENVILLE, N.C. SHEET DWG. N0. 5-13 DWG N. WOOTEN WATER RESOURCES ENGINEERING DATE 3-12-99 APP GREENVILLE N.C. Greenville 1 DF 1 H. COREY ~ Utilities FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION H&S DESIGNED GAR CAR THE SCALE BAR DATE JANUARY 211 ~N o o GREENVI GREENVILLE UTILITIES COMMISSION sHaWN eELaW ~ ~ DRAWN H& S ~ F~SSIp ~ ~SSIa y ~ ao = 0.aF ~ r~r~?T ~ ~?Tr~ ~it~rtmn ~iTV n~ r;~ ITV C1R rRE=FA11111 I E= AfnRTN r~RCll I~I~ " & s J0B31101-001 nnrr?n~u i r i iris ~r~rn ~1EASURES aNE NUMBER Q~ i i i VN b1I &L- L- IV V IL-1.x`3 11%.fI 1I i i W"I IvL- II'In k- IKLkNVILLL U I ILI I lls INCH LONG ON CHECKED #~'J 8 8 2Environmental Engineers & Scientists CONTRACT DRAWING PROJ,ENR, H & S STANDARD DETAILS THE ORIGINAL NUMBER NUMBER E~ GINS w IN4011 WestChose Blvd, Raleigh, North CaroGaa 27607 WESTSIDE I~ L S MAS STSIDE INTERCEPTOR AND FORCE MAIN DRAWING. I D8 ISSUED FOR DATE BY APPROVED off SHEET OF XX LJ REGULATORY APPROVAL 1/11 H& S yO I 20110120 3:42P 0:\31101-RAL\31101-001\DRAWINGS\sdetails\D08 FM.DWG ByJGREENE Last Saved By. Ifetter XREFs- ..\misc\31101-001 FM TB